33/11 KV Sub-Station in Nagla Bhama, associated 33 KV Line with 11 KV Feeders District-Mathura on Semi Turn Key Basis

Amount

Supply & Erection of following material as per RESPO Drawings/Estimate. Work includes all cartage/carriage, T&P, commissioning and any other work which is required for completion of work.

8.5 Mtr. Long PCC

9 Mtr. Long PCC

ST Pole 11 mtr long (SP 55), bottom portion galvanised as per RESPO norms.

Stone Pad 300x300x75 mm

'V' Type Cross Arm for 33 KV

'F' Bracket for 33 KV

'F' Bracket with Nuts & Bolts for 11 KV

'V' Type Cross Arm for 11 KV

Cross Arm Holding Clamp with Nut & Bolt for PCC Pole

33 KV Pin Insulators

33 KV pin with nuts

11 KV Pin Insulators

11 KV pin with nuts

11 KV Disc Insulators T&C type 4500 Kg

11 KV Disc Fitting T&C type 4500 Kg

GI Barbed Wire

Alluminium binding wire 6 SWG

Number Plate with Clamp

Painting number mark with Paint

Danger Board with Clamp and Bolts

MS bolts, nuts and washers

Armor Rod with Ferrules

Pole Earthing Complete (as per RESPO Norms)

Cross Arm Holding Clamp with Nut & Bolt for ST Pole

Top Channel 125x65x3200 mm. x 1 No. with 2 Nos. Clamps

M.S. Angle 65x65x6x4300 mm. x 2 Nos. Bracing with 4 NOS. Clamps

M.S. Angle 65x65x6x2700 mm Bracing Set with 4 Nos. Clamp

Top Channel 100x50x2240 mm

33 KV Disc Insulators B&S type 7000 Kg

Disc Fitting for Dog/Raccoon 7000 Kg

P.G. Clamp for Dog Conductor

'E' Bracket for 33 KV

Clamps for Top Channel with Nut & Bolts

P.G. Clamp for Weasel Conductor

'E' Bracket for 11 KV with Nut & Bolts

stay complete with clamp

Concreting of PCC 1:4:8 (0.285 cum/Pole)

Concreting of STP 1:4:8 (0.44 cum/Pole)

Connecting Clamps

T OFF M.S. Channel 100x50x1300 mm.

T OFF Channel Holding Clamp with Nut & Bolts for PCC Pole

Work of Guarding of Electricity Line with supply and erection of following material as per RESPO Drawings/Estimate. Work includes all cartage/carriage, T&P, commissioning and any other work which is required for completion of work.

M.S. Angle 65x65x6 mm. for Single Support/Double pole/Tri Pole/Four Pole Structure 2.3 mtr. X 5.8 kg/mtr + 3% wastage

Clamp with nuts and bolts for STP, SP-55

Eye Bolts

G.I. Wire 6SWG

G.I. Wire 8SWG for single support/Double pole/Tri pole/Four pole Structure

G.I. Wire 10 SWG

Binding Wire

Turn Buckle

Work of H.T. Connection from 33 Line to Gantry or 33 KV Bay to 33 KV Line with supply and erection of following material as per RESPO Drawings/Estimate. Work includes all cartage/carriage, T&P, commissioning and any other work which is required for completion of work.

Supply & Laying sagging stringing, binding, jumpering & fixing of ACSR Dog with all accessories etc of following conductor on the newly erected pole as per RESPO manual and as per direction of supervising engineer. It includes the cost of labour, T & P, carriage etc required for proper completion of work.

Supply & Erection of PCC Pole as Studs by using following material as per RESPO Drawings/Estimate. Work includes all cartage/carriage, T&P, commissioning and any other work which is required for completion of work.

Supply and Erection of Disc Insulator T&C Type 4500 Kg. with fittings on Existing Double Structure at 33/11 KV SubStation as per RESPO Drawing/Estimate.Work includes all cartage/carriage, T&P, commissioning and any other work which is required for completion of work.

Extra "T" on existing supports with following material. supply and erection of following material as per RESPO Drawings/Estimate. Work includes all cartage/carriage, T&P, commissioning and any other work which is required for completion of work.

Supply & Laying sagging stringing, binding, jumpering & fixing of ACSR Weasel with all accessories etc of following conductor on the newly erected pole as per RESPO manual and as per direction of supervising engineer. It includes the cost of labour, T & P, carriage etc required for proper completion of work.

Supply & Erection of PCC Pole as Studs by using following material as per RESPO Drawings/Estimate. Work includes all cartage/carriage, T&P, commissioning and any other work which is required for completion of work.

Supply & Erection of following material for 33/11 KV, 1x5 MVA Sub-Station as per RESPO Drawings/Estimate. Work includes all cartage/carriage, T&P, commissioning and any other work which is required for completion of work.

33 KV Terminal Gantry (Sch No. 1)

Main Bus Bar complete with structure (Sch No. 2)

(i) 33 KV Line Isolator.

(ii) 33 KV Bus Isolator.

(iii) Structure for Above. (Sch. No. 3)

(i) 33 KV Post Insulator

(ii) Structure for Above (Sch. No.4)

(I) 33 KV Lightening Arrestors

(ii) Structure for Above (Sch. No.4)

Plinth and Foundation (Included in the cost of Structure)

33/11 KV Transformer 5MVA

90 Lbs. Rail Pieces for T/F

Plinth and Foundation for T/F (Included in the Cost of Material)

33 KV VCB with single T/F Control pannel and CT 200/100/1A with structure (i) 33 KV VCB - 1 No. (ii) control panel I/C for 33 KV single T/F - 1 No. (iii) CT 200/100/1-1A - 6 Nos. (iv) steel Structure - 4 Nos.

Plinth and Foundation of 33 KV VCB (Included in the Cost of Material)

33 KV Single Phase PT for Switchyard

(i) 33 KV 1 Ph PT 33 KV/110 V

(ii) Structure for Above (Sch. No.5)

(i) 33 KV Fuse Set

(ii) Structure for Above (Sch. No. 6)

11 KV Switch Gears

Incoming 600/300/5A, 350MVA, I/C

Outgoing 200/100/5A, 350MVA

11 KV 3 Core XLPE Cable

(i) 3x300 Sq.mm.

(ii) 3x185 Sq.mm.

(iii) 3x70 Sq.mm.

11 KV Cable Laying Including cost of sand and bricks

11 KV Cable Jointing Kit, Heat Shrinkable

(i) 300 Sq.mm. Indoor

(ii) 300 Sq. mm. Outdoor

(iii) 185 Sq.mm. Indoor

(iv) 185 Sq.mm. Outdoor

24 V Battery with Battery Charger Cabinet

Double Pole Structure Complete for Outgoing Feeders (Sch. No.-10)

Control Cable

(i) 4x2.5 Sq.mm.

(ii) 2x2.5 Sq.mm.

L.T. Cable Al. 3.5x70 Sq.mm.

Earthing of Sub-Station

(i) Outdoor Equipment (Earth Mat) (Sch No. - 8)

(i) Indoor Equipment (Earth Mat) (Sch No. - 8)

Lighting of outdoor switch yard. (Sch. No. 9)

11/0.4 KV 63 KVA Transformer

Cost of accessories of 63 KVA Transformer (Sch No. - 11)

Allumini um Paint for painting of Sub-Station Structure & Equipment

Red Oxide Paint for Painting of Sub-Station Structure & Equipment

Sundry Stores

Cost of Fire Fighting Equipment furniture, chakkered rubbur sheet, protection board, single line diagram board, name board, max. & min. & Triping Board etc. (Sch. No. - 12)

Tree Cutting, Choping of Branches

CONSTRUCTION WORK OF SWITCH GEAR ROOM BUILDING, BOUNDARY WALL, GATE, ROAD AND ASSOCIATED CIVIL WORKS AT 33/11 KV SUB STATION NAGLA BHAMA, MATHURA as per RESPO Norms. Work includes all cartage/carriage, T&P, commissioning and any other work which is required for completion of work.

Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 meter and lead up to 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the side of the foundation, trenches or into the plinth and removal and disposal of the surplus earth as directed by the E/I up to a distance of 30 meters from the foundation trenches. (S. No. 4.01)

Earth filling under floors and in S/S area including cost of earth.Earth to be obtained from out side the D.V.V.N.L. premises including its cartage and watering, ramming, dressing in 20 cm thick layer and dressing of earth area etc. complete including cost of earth, labour and T&P etc.with all leads and lift etc. complete (S.No. 4.11) (10% of the filled up quantity shall be duducted for voids in open area )

Concrete with 4cm gauge Ist class Stone ballast, coarse sand (FM 1.8 to 2.5) and cement in proportion of 12:6:1 in foundation and under floors and supply of all materials, labour, and T&P etc. required for proper completion of work (S.No. 5.01).

C.C with 2 cm gauge approved hard stone ballast, approved coarse sand, cement in the proportion of 4:2:1 including supply of all materials, labour, side shuttering if required and T&P etc. required for proper completion of work (S. No. 5.03).

Pre Cast cement concrete door sills chaukhuts, boundary posts shelves and similar small work with cement approved coarse sand (F.M 1.80-2.50) and 2cm gauge approved stone ballast in the proportion of 1:1½:3 excluding supply of reinforcement and its bending but including its fixing & binding with 24 BWG GI binding wire and including the cost of bending wire, moulds and all other materials, labour and T&P etc. required for proper completion of the work (S.No. 5.06)

R.C.C. work with cement approved coarse sand and 2 cm gauge approved hard stone ballast in the proportion 1:1½:3 in the lintels of doors & windows, bands excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWG.G.I binding wire and including necessary centering and shuttering etc & cutting and also including supply of all materials,cost of binding wire labour & T&P etc. required for proper competion of the work (S.No. 5.08)

As in item No. 6 above but for slabs (S.No. 5.10)

R.C.C. work with cement approved coarse sand and 4 cm gauge approved hard stone ballast in the proportion 1:1½:3 in the RCC raft foundation & footing excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWG.G.I binding wire and including necessary centering and shuttering etc & cutting and also including supply of all materials,cost of binding wire labour & T&P etc. required for proper competion of the work (S.No. 5.14)

As in item No. 6 above but in R.C.C. T-beam & RCC columns (only web protation shall be measured) (S.No. 5.16)

Concreting for 40mm thick RCC trench cover in mild steel frame work with C.C. (1:1/5:3) in cement coarse sand, 12mm guage hard stone ballast with neat cement finish on top and bottom complete with all material, labour and T&P etc. required for proper completion of work but excluding cost of frame. (S.No. 5.17)

First class brick work (class-150) in 1:6 cement and coarse sand of (F.M. 1.80-2.25) mortar in foundation & plinth and in Switch Yard To-wall including supply of all material,labour and T&P etc. required for proper completion of work (S.No. 6.01)

As item No. 11 above but in super structure including necessary cutting & moulding of brick as required & also including honey comb brick work, thickness of wall shall not to be less than one brick thick (230 mm) (S.No. 6.01+6.06)

As in Item No. 11 above but First class brick work in 1:4 cement and coarse sand in super structure and for 115mm thick walls (S.No. 6.02+6.07)

2.5 cm. thick damp proof course with one part cement, 1.5 parts approved coarse sand and 3 parts approved 12mm graded stone grit and also including liquid water proofing material of Dr. Fixit or equivalent, as approved by the Engineer-Incharge in the proportion as specified by the manufacturer, including supply of all materials, labour and T&P etc. (S.No. 7.01)

Mild Steel or iron work in heavy size such as trusses, built up gates, door and door frames, record racks etc. wrought to required form including supply of steel, bolts, nuts, cutting and their fixing and welding in required shape and size including supply of steel bolts, nuts, wastage etc and their fixing required for proper completion of the work, including labour, T&P and cost of steel which shall be arranged by contractor. (S.No. 9.02)

Mild steel or iron in plain/ Tor work in plain work such as R.C.C. or R.B. work ( when not included in over all rates) wrought to required shape as necessary including bending as per requirement and direction of E/I for proper completion of the work and including supply of steel, its wastage, bend, hook and authorised overlapping in reinforcement shall be measured. (Steel shall be arranged by the Contractor) (S.No. 9.04)

Supply and fixing welded wire mesh size 75x25mm and rectangular made out of 10 SWG over M.S. angle frame with M.S. flat with nut and bolt welded as required including cost of drilling holes, bolts, nuts, washer wilding etc as required including cost of all material, labour and T&P etc. required for proper completion of work . exept cost of Angle iron flat. (S.N. 9.37)

P/F Concertina coil fencing with punched tape concertina coil 600mm dia 10 metre openable lengtht (total length 90m) having 50 Nos. round per 6 metre length, upto 3m height of wall with existing angle iron "Y" shaped placed 2.4m or 3.0 m aprat and with 6 horizontal RTB reinforced wire, stud tied with GI staples and GI clips to retain horizontal, inclduing necessary bolts or GI barbed wire tied to angle iron, all complete as per direction of Engineer in charge, with reinforced barbed tape (RTB) Spring core (2.5mm thick) and weight tensile strength of 165 Kg/Sqmm with tape (0.52mm thick) and weight 43.478 gm/metre (cost of MS angle, C.C. blocks shall be paid separately) (S.No. 9.22)

S/F of new galvanized mosquito proof heavy quality iron wire mesh (16x24) gauge over door/window with MS flat and including supply and fixing necessary screws/nails and all material, labour and T&P etc. required for proper completion of work. cost of MS flat shall be paid seperatly. (S.No. 22.10)

12 mm thick plaster with cement mortor in proportion of 1:4 cement and coarse sand 2.5 fineness modules over brick work minimum thickness not to be less than 10 mm. including supply of all materials labour and T& P etc. required for proper completion of work (S.No. 11.05)

12 mm thick plaster with cement mortor in proportion of 1:6 cement and coarse sand 2.5 fineness modules over brick work minimum thickness not to be less than 10 mm. including supply of all materials labour and T& P etc. required for proper completion of work (S.No. 11.06)

Add for extra labour and materials for plaster over rough face over one brick work wall (S.No. 11.09)

2 cm thick cement plaster in dado or skirting in 1:2 one part of cement and two parts of approved coarse sand laid in panels, finished with 3 m.m floating coat of neat cement and marble dust in ratio 5:1 including supply of all materials labour T&P etc required for proper completion of the work (S.No. 11.10)

Engraving groove 12X12mm in the plaster of the outer face wall vertically or horizontally or inclined to display the surface good as directed by the Engineer-in-charge including labour and tools & plants etc. required for proper completion of work. (S.No. 11.11)

P/Mixing approved quality of water proofing compound (125 gms.) (Dr. Fixit/RECRON.3S)/hardening materials in cement mortar or concrete as per direction of E/I in proportion as recommended by manufacturer.(S.No. 11.12)

Making drip coarse (25x12) mm in 1:2 cement and coarse sand including all material labour and T&P etc. required for proper completion of work (S.No. 11.14)

Providing (12X15mm) section groove in plaster at the junction of ceilling & walls including all materials, labour and T&P etc required for proper completion of the work (S.No. 11.19)

40 m.m thick 1:2:4 Plain cement concret floor with cement approved, coarse sand & 2 cm graded approved stone ballast laid in panels finished with 3 mm floating coat of neat cement or cement and marble dust mix in ratio 5:1 or as specified and removing over lapping of mortor at the joints of the panels if any and giving them a uniform finish without base concrete including supply of all materials, labour T&P etc required for proper compleion of work (S.No.12.02)

Ist class brick on edge floor laid dry joints sand filled including preparation of base to proper slope and its ramming inlcuidng supply of all materials labour and T&P etc. required for proper completion of work (S.No. 12.05)

P/F glass strips of 3.15 mm thickness and 3.50 mm depth in joints of floors and skirting at the time of laying floors flushed with floor level including supply of all materials, labour, T&P required for proper completion of work (S.No. 12.09)

S/F 6 to 10 mm thick glazed/matt finish tiles SOMANI or equivalent approved quality and size upto 400x400mm in floor, skirting or dado laid with 20mm thick cement mortar 1:3 cement and coarse sand mortar and joints finished with white cement incluidng polishing etc complete including supply of all materials, labour and T&P etc required for proper completion of work (S.No. 12.07)

Kota stone slabs 20mm (Avg) flooring over 25 mm (average) thick base of cement coarse sand mortar in 1:4 laid over and jointed with grey cement slurry mixed with pigments to match the shade of slab including rubbing and polishing complete for proper completion of work (S.No. 12.15)

Painting or varnishing on new iron works in small areas of new wood work with one coat of ready mixed priming paint and one coats of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labbour and T&P etc. required for proper completion of the work. Paint to be used should confirm to the ISI No. 103-1950 (S.No. 13.01)

Same as in item no. 33 but for every coat after the first coat. (S.No. 13.02)

Providing and applying Birla white/wall care white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete (S.No. 13.04)

Finishing walls with water proof exterior emulsion paint of ACE (ASIAN) or equivalent brand on already well prepared new wall surfaces with one coat of primer (ICI) followed by two coats of ACE exterior empulsion paint to give an even shade including thorough washing with water including as per direction of E/I direction of including cost of all materials, labour, T&P etc requried for proper completion of the work (NSI)

One priming coat and one coat of Synthetic/Acrylic distemper on new work including supply of all materials,labour and T&P etc. required for proper completion of the work. (S.No. 13.09)

Same as above item 37 but for every coat after the first coat. (S.No. 13.10)

Providing and Laying 80mm thick factory made interlocking CC tile M-25 grade over prepared subgrade with 50mm thick fine sand layer making joints filled properly and finished in proper level and alignment inclduing for proper completion of work as per direction of Engineer in charge (S.No. 17.12)

Boring with 150 mm dia casing pipe to a probable depth of 50m from ground level with skilled and unskilled labour including all T&P boring apparatus supervision charges etc. required for proper completion of the work. (S.No. 18.41)

Providing and lowering of 110mm. Outer dia P.V.C. pipe of 'Prakash', 'Tirupati' or equivalent make of 6kg/cm2 pressure pipe (as approved sample by E/I) conforming to ISI 498S/1988 including cost of all materials, labour and T&P etc. required for proper completion of work.(S.No. 18.14)

Providing and lowering of 110mm. Outer dia P.V.C. pipe of 'Prakash', 'Tirupati' or equivalent make (as approved sample by E/I) of 6kg/cm2 pressure pipe conforming to ISI 498S/1988 with approx. (60x3) mm size slots all over surface of pipe and rolled with best quality plastic mesh binding with plastic wire as per direction of Engineer in charge including cost of all materials, labour and T&P etc. required for proper completion fo work (S.No. 18.15)

Providing and lowering of 110mm P.V.C. top or bottom plug/bail of 'Prakash', 'Tirupati' or equivalent make heavy quality including cost of all materials, labour and T&P etc. required for proper completion of work.(S.No. 18.16)

Providing and Fixing of 110mm. dia P.V.C. socket of 'Prakash', 'Tirupati' or equivalent make heavy quality including cost of all materials, labour and T&P etc. required for proper completion of work.(S.No. 18.17)

Supply and filling "Pee" gravel all around the line assebly to the entire depths of boring (S.No. 18.34)

Providing and laying of 25mm dia P.V.C pipe with special such as tee sockets etc for laying submersible cable incliding excavation of trenches (300x300) mm size and back filling of the same etc. required for proper completion of the work (CSI No. 18.18)

S/F of 75 mm dia cable clips with bolts and nuts including cost of all material, labour and T&P etc. required for proper completion of work (CSI No. 18.21)

P/F of 32mm dia uPVC Pipe of approved quality (ISI marked) for Tubewell column assembly in 3m lowering with socket (NSI)

Supply and installation of Single phase submersible pump of 1 HP outlet 32mm dia or more,Head 78/30, Discharge 1100/2800 LPH of KSB or equivalent make including cost of labour, T&P and materials required for completion of work, with one year of warranty of site (NSI)

Supply and fixing of submersible cable size 2.5mm2 for upto 3 H.P. pump set of 'HAVELLS' or equivalent make (CSI.No. 19.44)

S/F of 4mm thick Panes of glass including supply of glass with putty and brads inclduing supply of all materials, labour and T&P etc required for proper completion of the work (S.No. 22.06)

P/F 15 mm G.I.union of approved make ISI Marked heavy quality including supply of all material, labour and T&P etc. required for proper completion of the work (S.No. 22.30)

P/F 20 mm G.I.union of approved make ISI Marked heavy quality including supply of all material, labour and T&P etc. required for proper completion of the work (S.No. 22.31)

P/F 15 m.m dia B-Class ( Jindal, TT Swastik make) ISI marked G.I Pipe complete with G.I special such as bends, tee, socket, cross, clamp etc earth work including fitting the trenches etc required for proper completion of the work the rate also including concealed G.I fitting where required cutting and making good the wall etc and all materials labour T&P etc complete (S. No. 24.01)

Same as in item no. 54 above but for 20mm dia B class GI pipe for external work (S.No. 24.02-24.11)

Providing and fixing CP brass bib/stop cock 15 mm dia (200gms) ISI Marked heavy quality make including supply of all material, labour and T&P etc. required for proper completion of the work (S.No.24.23)

Providing and fixing full way G.M. Gate valve 15 mm dia with wheel, ISI Marked heavy quality make including supply of all material, labour and T&P etc. required for proper completion of the work (S.No.24.39a)

Providing and fixing full way G.M. Gate valve 20 mm dia with wheel, ISI Marked heavy quality make including supply of all material, labour and T&P etc. required for proper completion of the work (S.No.24.39b)

P/F of Syntex or equivalent approved make water storage tank including supply of all material, labour and T&P etc. required for proper completion of work (S.No.24.45)

Providing and fixing of 110mm dia P.V.C. pressure pipe (6 Kg/sq.cm.) for water supply mains with specials such as tee, bend, socket, elbow etc. including cutting of pipe wherever necessary and including excavation of trenches (450x600) mm for laying the pipe line and including its back filling after testing the pipe line including watering, ramming etc. complete including disposal of surplus earth from the site up to 100m as per direction of E/I including supply of all material, labour, T&P etc. required for proper completion of work. (S.No. 24.47(a) )

Same as in item No. 60 above but 75 mm dia PVC pipe (S.No. 24.47 C)

Providing and fixing of first quality Orissa pattern white glazed earthen ware ISI marked W.C. pan size 580mm as per approved sample (Hindware required design No. 20042 or equivalent make) with 100 mm size white glazed ‘P’ or ‘S’ trap including 10 litres capacity low level PVC flushing cistern as per approved sample with all accessories, 32 mm dia C.P.flush pipe with union including cutting and making good the walls and floors.The seat and trap shall have to be fixed over minimum 75 mm thick C.C. in proportion of 1:6:12 including supply of all materials, labour, T&P etc. required for proper completion of the work (S.No. 25.02)

Providing and fixing of Ist quality white glazed earthen ware wash hand basin ISI marked size 510mm x 400mm (Hindware or equivalent make) with R.S. or C.I. brackets, C.P. Brass pillar cock 15mm dia (weight not less than 400 gms) ISI marked, 32mm dia C.P. brass chain with rubber plug, 32mm dia C.P. Brass waste standard pattern with check nut, P.V.C. connection 15 mm dia including cutting and making good the walls and floor including cost of all required materials, labour and T& P etc. required for proper completion of work ( Fittings to be used should be of superior quality as per approved sample ). (S.No. 25.08)

P/F C.P. Brass Towel Ring Approved quality (weight 275gms Including brackets) with pair of C.P. Brass Brackets (to Fit the size of towel rail) Fixed on the wall on wooden cleats with C.P. Brass screws including supply of all materials, labour and T&P etc required for proper completion of the work and cutting and making good the wall plaster etc required for work. (NSI)

S/F PVC Nahani Trap India make of heavy approved quality over minimum 75mm thick cement concrete in proportion of 1:2:4 including cost of all materials labour, T&P etc required for proper completion of work (S.No. 25.27)

Wiring point for light with 1.50 Sq.m.m FR PVC isulated multistrand single core copper conductor cable in PVC conduit pipe concealed in the wall 14 SWG copper PVC coated Earth continuity wire and approved quality piano type modular plate switch, ceilling rose/angle/batten holder on 3mm thick phenolic laminated bakelite sheet etc complete in all respect as directed including matching colour wash (S.No. 21.01)

Wiring point for fan/fresh air fan (light duty exhaust fan) with 1.5 sqmm FR PVC insulated multistrand single core copper conductor cable PVC conduit pipe concealed in the wall 14 SWG copper PVC coated Earth continuity wire and approved quality piano type Modular plates switch, ceilling rose as per approved sample on 3mm thick phenolic laminated bakelite sheet etc complete in all respect as directed including matching colour wash (S.No. 21.03)

Wiring point for Plug with 1.50 sqmm FR PVC insulated multistrand single core copper conductor cable PVC conduit pipe concealed in the wall 14 SWG copper PVC coated Earth continuity wire and approved quality piano type Modular plate switch and socket complete in all respect as directed including matching colour wash (S.No. 21.04)

S/Wiring of submain with two number 4.0 sqmm FR PVC insulated 1100 V grade multistrand single core copper conductor cable in 20mm dia heavy duty (2mm thick) PVC conduit with one no. 2.5 sqmm FR PVC insulated multistrand copper conductor cable as earth continutiy wire including matching colour wash etc (PSI No. 211c)

Supply and bourying of 40mm diax 4.5 metres long GI Pipe vertically for earthing having 12 mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No.-6 to 8 SWG GI wire in GI pipe up to appron and from appron to switch board (the cost of GI wire and pipe will be extra) 30 cm square CI box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal, coke and salf at least 150mm thick all round etc. as per directions of E/I complete in all respects as per drawing (S.No. 21.16)

S/F of 6/10/16/20/25/32 Amp. MCB of approved make and as per sample approved by E/I (10 KA) (S.No. 21.18)

S/F surface/flush mounting 4 way SPN distribution board without MCB complete in all respect as per direction of E/I (S.No. 21.19)

S/F of power plug with 15A/240V modular flush type switch and 5 pin 15A/250V modular flush type socket in suitable M.S. box of 175mmX100mmX50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer (S.No. 21.20)

S/F hexagonal fan box with hexagonal side of approx 80 mm in length fabricated from 16 SWG MS sheet incorporating 10 mm dia. M.S. round bar duly bent for supporting fan hanger duly painted with red oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all material, labour, T&P etc. required for proper completion of the work. (S.No. 21.22)

Supply and fixing of 32A 240 Volts IC cut out or approved make on the meter board or polished MDFEG /Teak wood board complete in all respect. (PSI No.1112)

Supply and fixing of 1200mm size ceiling fan of approved quality ISI mark (Bajaj/Havells/Usha or equivalent make) with Step Type electronic regulator complete with all respect as per sample approved by Engineer in charge including supply of all materials, labour and T&P etc requried for proper completion of the work as direction of E/I complete. (NSI )

Supply & Fixing of Zinc/Aluminium Alloy coated high tensile steel sheet of 0.50mm thickness have minimum yield strength of 550 MPA with a profile width of 1072mm & efective width of 1015mm of Durashine TATA Blue Scope roof & wall sheets as per approved shade & sample by Engineering-In-Charge in position on trusses including supply of maerials, labour T&P etc. (NSI)

S/Filling of First Class brick bats of size 80mm to 150mm in soak pit including cost of brick bats, labour and T&P etc and all leads and lifts up to soakpit as per direction of Engineer in charge (Chapter 2 S.No. 1e +5%)

Providing and laying non-pressure 150mm dia NP2 class RCC pipes with collars with stiff mixture of cement mortar in the proportion 1:2 (1-Cement, 2-Coarse sand) including testing of joints including cost of all material, labour, T&P etc. required for proper completion of the work. (S.No. 17.16a)

Providing and laying non-pressure 600mm dia NP2 class RCC pipes with collars with stiff mixture of cement mortar in the proportion 1:2 (1-Cement, 2-Coarse sand) including testing of joints including cost of all material, labour, T&P etc. required for proper completion of the work. (S.No. 17.16D)

Boring hole 3.5m deep below the cut off level in all types of strata including loose sandy strata under water soil including clearing of the bore, taking off all loose materials and disposing the excavated earth directed including cost of all materials, labour and T&P etc. as may be required for proper completion of the work For 300mm dia Piles (S.No. 20.01a)

Boring hole 3.5m deep below the cut off level in all types of strata including loose sandy strata under water soil including clearing of the bore, taking off all loose materials and disposing the excavated earth directed including cost of all materials, labour and T&P etc. as may be required for proper completion of the work For 400 mm dia Piles (S.No. 20.01b)

Cutting the bore hole for providing under ream of 2.5 times below the cut off level including cleaning the bore hole including cost of all material, labour and T&P etc. as may be required for proper completion of the work (a) For 300mm dia Piles (S.No. 20.02a)

Cutting the bore hole for providing under ream of 2.5 times below the cut off level including cleaning the bore hole including cost of all material, labour and T&P etc. as may be required for proper completion of the work (b) For 400 mm dia Piles (S.No. 20.02b)

Extra for every additional metres boring work as described in item no. 78 above but beyond 3.50 metre below the cut off level. (a) For 300mm dia Piles (S.No. 20.03a)

Extra for every additional metres boring work as described in item no. 78 above but beyond 3.50 metre below the cut off level. (b) For 400 mm dia Piles (S.No. 20.03b)

Providing and filling bentonite solution in pile bore under unstable and or hight water table soil conditions for retaining shape of bore 5 Kg of bentonite will be used in 100lt clear water (Bentonite Solution shall be used with continuousprocess of cirulation) including all materials, labour, T&P etc. The mesurement shall be done asa per design dia & depth of pile upto cut off level (S.No. 20.05)

Supply and fabrication of MS (Tor) reinforcement cage for piles including cutting, bending, welding as per design and placing of the cage in the pile bore including cost of all materials, labour and T&P etc. as may be required for proper completion of the work including all incidental wastages (Steel shall be arranged by the contractor) (SNo. 20.06)

Cutting and chipping the piles top above the cut off level including bending and straightening the pile reinforcements directed including cost of all material, labour for proper completion of the work For 300mm dia Piles (S.No. 20.07a)

Cutting and chipping the piles top above the cut off level including bending and straightening the pile reinforcements directed including cost of all material, labour for proper completion of the work For 400 mm dia Piles (S.No. 20.07b)

R.C.C. work with cement, approved coarse sand, and 2 cm. Gauge approved stone ballast in 1:1.5:3 proportion for concreting in pile including cost of all materials, labour and T&P etc. required for proper completion of the work. Measurements of work will be done according to design diameter and depth of the pile up to cut off level under reamed concrete shall be measured as per IS 2911 part 2. (S.No. 20.15)

Dismantling plastered/unplastered brick work or stone masonry work in lime or cement mortar and including stacking of dismantled materials as directed by E/I within a distance of 60m. (S.No. 15.01)

Dismantling reinforced cement concrete, cement concrete or reinforced brick work, including stacking of dismantled materials as directed by E/I within a distance of 60m. (S.No. 15.02)

Dismantling cement concrete or birck or granolithic floors incuding base concrete and stacking of dismantled materials as directed by E/I within a distance of 60m. (S.No. 15.03)

Dismentling or taking out doors/window including chaukhats with hold fasts and inclduing stacking of materials as directed by the E/I within a distance of 60m.(S.No. 15.04)

Dismantling existing plaster including disposal of refuse as directed by E/I within a distance of 60m. (S.No. 15.06)

Dismantling of girders, trusses and other steel works including stcking of materials as directed by Engg-in-charge within a distance of 60 mtrs. (CSI No. 15.09b)

As in item no. 15 but in case of the steel supplied by the department free of cost (S.No. 9.02a)

Brick work with old or dismantled bricks in 1:6 cement and coarse sand mortar in (230mm) thick wall in foundation and other place including cost of all materials, labour and T&P etc required for proper completion of work (S.No. 22.04)

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