Sl. No.

Description of Items Qty Unit Rate in fig. Rate in words

1 Erection of 9.0 mtr long PCC Pole direct inearth including excavation, refilling andramming etc as required (1/6th length of thepole to be embedded in earth) etc as required asper direction of engineer in charge .[will besupplied by TSECL].

2 No

2 Carriage of 9.0 Mtr long PCC Pole from Sub-divisional storeyard to work site by mechanical transport/ hand cart/ manually as reqd.

2 No

3 Supply of 3-phase, 3-core, 6.35/11 KV, 70sqmm XLPE insulated & insulation screenedAluminium , Power Cable Conductor as per IS7098/II/1985 and latest amendments.

150 Mtr

4 Supply of 3-phase, 3½ Core,185 sqmm XLPE insulated & insulation screened Aluminium,Cable as per IS 7098/II/1985 and latestamendments.

65 Mtr

Schedule ASchedule of works

Name of work: Creation of infrastructure by installation of 11/0.43 KV,200 KVA distributiontransformer to facilitate service connection at District Institute of Educational Training(DIET)at Agartala, West Tripura,near Kumaritilla Lake within the jurisdiction of Electrical Sub-Division -V,GB,79 Tilla,Agartala.

Ch to: Executive Engineer,Agartala,Division No-III,PWD(R & B).

Part:-A

5 Laying and Commissioning of 3-phase 3-core,6.35/11 KV, 70 sqmm XLPE insulated Aluminium power cable in trenches (Dimention:500mm width & 1100mm depth excludingspecific locations where this is likely to vary onhigher side) including : (a) Formation of trenchby excavation of soil (b) Supply and spreading ofsand in 2 (two) layers each of 150mm thickone on trench bed and the other over cablelaid (c) Supply and laying of consolidate plainflat brick soling over the 2nd layer of spreadedsand (d) Refilling of excavated earth over the flatbrick soling work upto the ground level andcoiling of excess cable below the earthsurface at a depth of minimum 1100mm withprotecting by double layer bricks soiling as perdesign, specefication & engineering requirementof TSECL.

110 Mtr

6 Laying and Commissioning of 3-phase, 3½Core,185sqmm XLPE insulated & insulationscreened Aluminium Cable in trenches(Dimention: 500mm width & 1100mm depthexcluding specific locations where this is likelyto vary on higher side) including : (a) Formationof trench by excavation of soil (b) Supply andspreading of sand in 2 (two) layers each of150mm thick one on trench bed and the otherover cable laid (c) Supply and laying ofconsolidate plain flat brick soling over the 2ndlayer of spreaded sand (d) Refilling of excavatedearth over the flat brick soling work upto theground level and coiling of excess cable belowthe earth surface at a depth of minimum1100mm with protecting by double layer brickssoiling as per design, specefication &engineering requirement of TSECL

55 Mtr

7 Supply, erection and commissioning of Outdoor type L.T distribution KIOSK(400/230 V), byusing MS Angle & MS Flat(50x6 mm) and MSsheet of 1.6 mm thickness with busbaraeeangement to supply upto 600 Amps,busbarAluminium strips with seperate arrangementsfor fittings of Cut outs and Energy metersection isolated from the busbar which ishoused in seperate box in/c connection of Kioskand painting as required inc. grouting oflegs.(Size of KIOSK Length -36", Height-52" andBreadth-22" may vary as per engineeringrequirement).

a Supply 1 no

b Erection 1 no

8 Supply of P80, PN6 HDPE Pipe of differentlength as per engineering requirement includinglaying of 3-phase 3-core 6.35/11 KV 70 sqmm.XLPE or 3-phase, 3½ Core,185 sqmm XLPEinsulated conductor & insulation screenedAluminium Power Cable XLPE cable

12 Mtr

9 Erection of P80, PN6 HDPE Pipe of differentlength as per engineering requirement includinglaying of 3-phase 3-core 6.35/11 KV 70 sqmm.XLPE insulated conductor & insulationscreened Aluminium Power CableXLPE cablethrough HDPE pipe above ground level forriser to Pole and other places where requiredetc as required and fitting fixing of pipe to polewith the help of Crossarm, Clamp, Nuts & Bolts.

2 Job

10 Erection of P80, PN6 HDPE Pipe of differentlength as per engineering requirement includingboaring for laying of HDPE pipe,drawing andcommissioning of 3-phase, 3-core, 6.35/11KV, 70 sqmm XLPE insulated & insulationscreened Aluminium Power Cable Conductor1100 mm below the earth surface throughHDPE pipe by manually as per direction ofEngineering In Charge.

6 Mtr

11 Supply & jointing of Outdoor type Cable endjoints suitable for 3 core, 6.35/11 KV, 70mm²,HT XLPE Cable.

a Supply 2 Nos

b Erection 2 Nos

12 Supply & jointing of Outdoor type Cable endjoint suitable for 3-phase, 3½ Core 1.1KVgrade 185 Sq.mm,LT XLPE Cable.

a Supply 2 Nos

b Erection 2 Nos

13 Erection and commissioning of 200 KVA,11/0.433 KV Delta Star oil immersed ONANcooled outdoor type, 3-phase, 50HzDistribution Transformer with filling of EHVgrade insulating oil & complete withconservator, breather etc as per relivent IS-2026: 1977-81, 1866/10593 /9434/ 6792/2362 and other relevent IS .[will be supplied byTSECL].

1 No

14 Erection of two post, 3 phase, 12 KV, 200Amps manually Gang opereted Air breakswitch, 3 post verticle type Single break,complete with post insulator for operation in 11KV, 50 Hz, AC system as per relevant IS withsupply of clamps, nuts & bolts, bimetalic lugsetc as reqd. as per direction of Engg -in charge(Will be Supplied by TSECL).

1 Set

15 Erection of 3 phase, 12 KV, 200 Amps, Dropout fuse unit for operation in 11 KV, 50 Hz, ACsystem as per relevant IS specification withsupply of bimettalic lugs, nuts, bolts & washeretc as reqd. as per direction of Engg -in charge(Will be Supplied by TSECL).

1 Set

16 Erection of 9 KV, 5 KN, Polymeric Lightening Arrester suitable nominal system voltage of 11KV, 3 phase, 50 Hz, AC system, creepagedistance 600 mm, confirming to ISS :3070/1985 .[will be supplied by TSECL].

3 No

17 Supply & erection of T-shaped Pillar for cableline ID marking engraved with caption '11 KVUG CABLE LINE' made of pre-cast RCC of size,[Pillar- 3.0 x.0.33 x 0.33 ft & T-section- 1.0x.0.33 x 0.33 ft] by excavating earth in/cpainting of engraded caption in black colour onyellow background as per technicalrequirement.

3 No

18 Supply & erection of T-shaped Pillar for cableline ID marking engraved with caption 'LT UGCABLE LINE' made of pre-cast RCC of size,[Pillar- 3.0 x.0.33 x 0.33 ft & T-section- 1.0x.0.33 x 0.33 ft] by excavating earth in/cpainting of engraded caption in black colour onyellow background as per technicalrequirement.

3 No

19 Laying & stringing of ACSR 6/1/2.59 mm orAASC equivalent conforming to ISS 398(Part-II)1996 with latest amendments if any in/choisting, binding, jumpering etc as per directionof Engineer-in-charge .[will be supplied byTSECL].

0.05 Km

20 laying & stringing of 8 Swg G. I. wire as perISS : 280/1978 amended latest with heavycoating as per ISS : 4826 / 1968 of tensilestrength 55 to 95 Kgf / mm i/c fastening withcross arm & metallic parts for earth contunitywire & metal parts to earth electrode as perdirection of Engineer In-charge .[will besupplied by TSECL].

20 Kg

21 Erection of Polimeric Pin insulator for 11 KVsystem with mechanical strength 10 KNconfirming to ISS: 731/1971 with galvanisedhexagonal nuts, G.I. flat washer & G.I. pinwasher confirming to ISS: 2486 (P-II) / 1974in/c supply of G.I. pin etc as reqd .[will besupplied by TSECL].

6 No

22 Supply of M.S Nuts & Bolts (assorted size) 32 Kg

23 Supply & erection of 2.80mtr long M.S Bracket made of 75x40x40x6 mm M.S. channel in/cfabrication alongwith cutting & drilling holes(5/8"), Supply of required nos of Clamps by MSFlat (Size: 50X6mm), required length of Nuts &Bolts (5/8") etc as reqd for fitting & fixing onpole i/c applying priming coat with readymixed primer of approved quality on Bracket i/cpainting (two or more coats) with Aluminiumpaint of approved quality to give an even shapeas per direction of Engg -in charge.

a Supply of 75x40x40x6 mm MS Angle 102.4 Kg

b Erection 5 Nos

24 Supply & erection of 2.80mtr long M.S Bracketmade of 65X65X6mm mm M.S. Angle in/c fabrication alongwith cutting & drilling holes,Supply of required nos of Clamps by MS Flat(Size: 50X6mm), required length of Nuts & Bolts(Size: 5/8") etc as reqd for fitting & fixing onpole i/c applying priming coat with readymixed primer of approved quality on Bracket i/cpainting (two or more coats) with Aluminiumpaint of approved quality to give an even shapeas per direction of Engg -in charge.

A Supply of 65x65x6 mm MS Angle 33.45 Kg

B Erection 2 Nos

25 Erection of painted Stay set conplete direct inearth complete with 16 mm dia, 1800 mm longstay rod, anchor plate of size 300 X 300X 8mm,turn buckle of length 356 mm, with 300 mmthreaded adjustable 16 mm dia M.S. rod &thimble , 11 KV Stay insulator as per ISspecification, hot dip (heavy duty) galvanisrdstay stranded wire (4 Kg/set), 7/2.5 mm2,grade-IV as per ISS:2141 / 1979 havingminimum tensile strength 700N with zinccoating (heavy type coating confirming toIS:4826/1979, weight 260 kg / km, fastenedwith stay clamps in/c supply of M.S clamp,nuts & bolts etc as required.

3 Set

26 Supply & erection of Earthing set as per ISS:3043 of 1966 alongwith upto dateammadement, having 2.5 mtr long perporated heavy duty G.I. pipe (ISI marked), 40 mm diawith holes i/c a pair of 50X6mm GI flat and12mm, 65mm long nuts & bolts andexcavation, refilling with alternate layer of salt& charcoal etc as reqd, Polythene pipe (1") asper direction of Engg -in charge as per RECspecefication..

4 Set

27 Laying of 8SWG GI wire at 300mm below theground level for earthing of sub-stationequipments from earth electrode [ erection costper 10mtr run] including supply of 1" OR 1/2"PVC Pipe as per direction of engineer in charge.

5 Nos

28 Grouting of Steel tubular pole with C : C ofratio 1:2:4 (1 cement:2 river sand : 4 Jhamabrick aggregate of 20 mm nominal size) in/csupply of cement, sand & brick aggregatecomplete with excavation, refilling of earth,ramming along with centering & shuttering asreqd (0.273 cum per pole)

0.546 cum

29 Erection of Bi-Metallic lugs of 95 Sqmm (Will besupplied by TSECL )

24 no

30 Carrying of materials from MM Division, ADNagar to Sub-divisional Store or Work siteincluding loading, unloading & stacking etc asrequired by machenical transport and as perdirection of engineer in charge.

3 Trip

B CIVIL PART :

1 Earth work in excavation in foundationtrenches or drains ( not exceeding 1.5 m inwidth or 10 sqm on plan) including dressi9ng ofsides and ramming of bottoms , lift upto 1.5 m.including getting out the excavated soil anddisposal of surplus excavated soil as directed ,within a lead of 50 m.

a By manual means. 14.32 cum

2 Filling available excavated earth ( excludingrock) in trenches, plinth , sides of foundationsetc. in layers not excceding 20 cm in depth,consolidating each deposited layer by rammingand watering, lead up to 50m and lift upto1.5m.

a All kinds of soil 9.54 cum

3 Supplying and filing in plinth, under floor,foundations etc. with sand ( fine) from quarrywith all lifts including spreading in horizontallayers , watering grading to required slope,ramming ,consolidating and compacting eachlayer by using plate compactor or by anysuitable method complete

1.25 cum

4 Providing and layaing in position cementconcrete of specified grade excluding the cost ofcentering and shuttering - All work upto plinthlevel:

a 1:4:8 ( 1 cement : 4 fine sand : 8 graded wellburnt brick aggregate 20 mm nominal size

1.41 cum

5 Providing and laying in position specified gradeof reinforced cement concrete excluding the costof centring, shuttering, finishing andreinforcement. All work upto plinth level

a 1:2:4 ( 1 cement : 2 fine sand : 4 graded wellburnt brick aggregate 20 mm nominal size )

3.66 cum

6 Reinforced cement concrete work in walls ( anythickness), including attached pilasters ,buttresses, plinth and skirting courses, fillets,columns, pillars, piers, abutments, posts andstruts etc. upto floor five level excluding cost ofcentring, shuttering , finishing andreinforcement. In plinth and skirting courses,fillets, column, pillars, posts and struts

a 1:2:4 ( 1 cement : 2 fine sand:4 graded wellburnt brick aggregate 20 mm nominal size)

1.26 cum

7 Reinforced cement concrete work in beams,suspended floors, roofs having slope upto 15*landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiralstair cases upto floor five level excluding cost ofcentring, shuttering , finishing andreinforcement.

RCC work in suspended floors, roofs havingslope upto 15* landings, balconies, shelves andchajjas. .

a 1:1 ½ : 3 (1 cement : 1 ½ fine sand : 3 gradedstone aggregate 20mm nominal size)

1.545 cum

RCC work in beams , lintels, bands plainwindow sills, staircases and spiral staircasesexcluding precast spiral staircase.

b 1:2:4 ( 1 cement : 2 fine sand:4 graded wellburnt brick aggregate 20 mm nominal size

1.687 cum

8 Centering shuttering including struttings,propping etc. and removal of form work for:

a Foundations, footing bases for columns etc. formass concrete with timber plank

5.83 sqm

b Suspending floors, roofs landings balconies andaccess platform with timber planks

9.15 sqm

c Lintels, beams girders, bressumers andcantilevers with wooden plank

9.54 sqm

d Columns , piers, Abutments, posts struts withwooden plank

8.8 sqm

9 Reinforcement for RCC work includingstraightening, cutting , bending , placing inposition and binding all complete upto floor fivelevel. Thermo- Mechaniclly Treated bars / coldtwisted deformed steel bars

550 kg

10 First calss brick work in foundation and plinthincluding cost of all materials as requiredcomplete:-

a In cement morter 1:6 ( 1 cement ;6 fine sand) 0.787 cum

11 Providing structural Steel work in singlesection fixed with or without connecting plateincluding cutting, hoisting, fixing in positionand applying a priming coat of approved steelprimer all complete as required:-

130 kg

12 12mm cement plaster in single layer includingcost of materials required and finishing evenand smooth and curing complete.

a In cement mortor 1:4 ( 1 cement: 4 fine sand) 18.67 sqm

13 Welding by gas or electric plant includingtransportation of plant at site etc. complete asper standard design.

500 cm

14 6mm cement plaster in single layer includingcoat of materials required and finishing evenand smooth and curing complete.

a In cement mortor 1:3 ( 1cement:3 fine sand). 5.05 sqm

15 Neat cement punning. 4.814 sqm

16 Providing and fixing IS: 1341 marked MS heavyweight butt hinges with necessary screws etc.Complete: 100x75x3.50mm

6 nos

17 Providing and fixing ISI marked oxidised MSsliding door bolts with nuts and screws etc.Complete: 250x16mm

1 nos

18 Providing and fixing with hard drawn steel wirefabric 75x25mm mesh of weight not less than7.75kg per sqm etc welded with steel framescomplete as per clauses of chapter-12 of CPWDspecification.

9.73 sqm

19 Applying priming coat with ready mixed redoxide zinc chromate primer of approved brandand manufacture on steel, galvanised iron/steelwork .

10.71 sqm

20 Painting with synthetic enamel paint ( two ormore coats ) ofrequired colour of approvedbrand and manufacture on new work to give aneven shade over an under coat of suitable shadewith ordinary paint of approved brand andmanufacture.

10.71 sqm

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Capital Complex Electrical Division79 Tilla, Agartala, Tripura(West)

Capital Complex Electrical Division79 Tilla, Agartala, Tripura(West)

Deputy General Manager