BATARPADA_III_HATASAHI_VII TOXII RL

Earth work in excavation of foundation in hard soil suh as Hard stiff clay,stiff black cotton,shales, morum, ordinary gravels etc within 50 mtr. initial lead & 1.5 mtr.lift Including rough dressing and leveling the bed and depositing the exaveted materials within initial lead at nearby the worksite for reuse including breaking clods and stacking rubble for spreading and leveling as the case may be etc complete. (Exavation by mechanical means 60% & manualy 40%)

Filling in foundation & plinth with sand including watering & ramming etc complete as per the direction of the Engineer-incharge.

Cement concrete (1:4:8) with 4cm size h.g.b. hand broken metal of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all worksite, supply of cement T&Pmaterial to required etc. complete as per the direction of the Engineer-incharge.

Cement concrete (1:2:4) with 12mm size black C.B. hand broken chips of approved quality from approved quarry for R.C.C work with ramming watering and curring etc. complete including convence charge of all material tocost, taxes, royalty worksite, supply of cement T&P required etc complete as per the direction of the Engineer-incharge.

Brick work with Flyash Brick 25cm x 12cm x 8cm size having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in foundation & plinth etc. complete as per the Engineer-incharge.

12mm cement plaster in cement mortar (1:6) finished smooth to brick work after racking out joints including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.

Rigid smooth centering & shuttering for R.C.C. Works walls & fins including false work & dismateling then after including cost of materials in ground floor complete an directed by the Engineer-incharge.

Brick work with Flyash . Brick 25cm x 12cm x 8cm size for Supper Structure having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in foundation & plinth etc. complete as per the Engineer-incharge.

Labour charge for M.S. Reinforcement for R.C.C. work including cutting, bending & typing the grills & placing in position including cost of binding wire 18 to 20 guage per Qntl. Including cost of HYSD Steel Bar (FE 415/ FE 500)

Cement punning over plastering including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.

Filling F&P with excavated materials, including watering and ramming.

Filling F&P with excavated materials, in layers not exceding 0.30m including breaking clods within 50m initial lead including levling the tranches as the case may be etc comlete. ( Quantity by means of Mechanical 60% & manually 40%)

Writing charge of required information and data on both side of the transperancy pillar including supplying of approved paints and required material for writing etc. complete as per the direction of the Engineer-incharge.

Fitting of un plasticised 160mm dia HDPE Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non- head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from factory to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge.

Labour charges for installation of 10HP Motor including fitting & fixing of base frame, fitting & fixing suction and delivery pipe to motor, NR Valve, Foot Valve, Sluice Valve and other fitting materials including cutting, welding etc complete as per the direction of the Engineer-incharge.

Distempering two coats to walls with distemper of approved shade including cost & labour charges.

Painting two coats with approved paint including cost & Labour charges

Finishing walls with water proofing cement paint including cost & Labour charges.

Cost of primer with of approved quqlity & Labour charge for painting Door & Window

Cost of paint with approved quality Labour charge for painting Door & Window

pump chamber wiring with supplying all materials & labour chages as per direction Engineer in charges.

Cost of Febricated M/S Door ( 6'.6''X3'.3") & Window (2'X2') made up with 4mm size C.R Sheet & 1''X1'' M.S Angle incluing fitting fixing etc.as per direction Engineer in charge.

Provision construction of oulet with supplying all materials & Labour etc.

Costof construction febricated GI supporting piller including all fittings complite

100 mm Ø nominal bore G.I. Pipe having wall thickness 4.5 mm electrical resistance welded of medium class confirming to IS - 1239 (pt-1 of 2004) with socketed at one end and the other end protected with plastic thread protector. The socket confirming to IS-1239 (pt-II/1992) with latest amendmewnts in random length of 4 to 7 mtrs. Each pipe should bear ISI certification & manufacturers name /Trade mark.

100mm G.I. Bend conf. to IS no 1239(Part-II/1992)

100 mm Ø C.I. Foot Valve should be of swing type friction less with single disc confirming to IS – 4038/1979 of reputed brand

100mm dia G.I. Flange IS no.6392/1971

SCHEDULE-A(BATARPADA-III) Earth work in

Fitting of un plasticised 250mm dia HDPE Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non- head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from factory to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge.

Supplying of 160mm dia unplasticised rigid HDPE PIPE PE 80-PN 4 having specific gravity of 1.40 to 1.46 gms/cc of straight length of 6 (six) meter for portable water supplies conforming to IS - 4985 / 2000 of BIS -Amendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure CI - I HDPE pipe to withstand pressure of 2.5 kgf/sqcm & the specification and manufacturer name should be prominently marked on body of each pipe as per the latest Amendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test are to be condcuted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubaneswar necessary approval of authority including transportation to work site in complete shape.

100mm Non-return valve C I double flanged swing type PN - 1.0 as per IS:5312 part-I with by-pass arrangement

50 mm Ø Air release valve with saddle & Raiser pipe. The air release valve shall confirm to IS 14845 with ISI mark.

160 mm x160 mm x160 mm Ø HDPE Equal Tee

Supplying of 250mm dia unplasticised rigid HDPE PIPE PE 80-PN 4 having specific gravity of 1.40 to 1.46 gms/cc of straight length of 6 (six) meter for portable water supplies conforming to IS - 4985 / 2000 of BIS -Amendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure CI - I HDPE pipe to withstand pressure of 2.5 kgf/sqcm & the specification and manufacturer name should be prominently marked on body of each pipe as per the latest Amendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test are to be condcuted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubaneswar necessary approval of authority including transportation to work site in complete shape.

250 mm x250 mm x160 mm Ø HDPE Tee

Supply of solvent cement of approve quality for joiniting of HDPE Pipe with all cost and all tax etc. complete as per the direction of the Engineer-incharge.

100 x100x50 mm dia G.I. priming Tee

200 mm x200 mm x100 mm Ø G.I.Raiser Tee set with bend , closing and opening arrangement.

Control Pannel with Automatic Star delta Starter, sheet steel enclosure suitable for operation of Squirrel cage induction motor up to 10 HP with 16 Amp (AC -3) duty contractor at 415 Volt+6%-15%, 3 phase, 50 Hz AC supply with over load relay range 6.00 to 9.50 Amp & no volt coil with electronic timer suitable for operation at voltage range of 300 to 440 V. The Starter should provide dependable protection against over load and single phasing fitted with Volt meter,Ameter,MCB in complete shape including Indicator Lamp

63 Amp Main Switch Triple pole & neutral of voltage range 440 volt of re-wirable fuse and shall confirm to IS 4064 part I & with ISI mark.

Base frame for motor (size 0.50mx0.27m) made with 3" size M.S. channel having suitable holes for fittings of different size and make 3 fittings of different size and make 3 phase centrifugal monoblock pump set from 10 H.P. to 15 H.P. coloured with one coat of red oxide primer & two coats of smoke grey enamel paint.

Motor hood size (0.45mx0.45mx0.60m) made with 18 SWG (cold rolled M.S.Sheet with one coat of red oxide primer and two coats of smoke gray /navey blue enamel n both side (inside & outside) suitable to cover centrifugal monoblock Pump Set from 10 HP to 15 HP and having provision for attachement with the groves on rear side of the pannel board.

4KVA Capacitor as per IS specification

3 x 10 sqmm Tarpodar cable XLPE (Cross link polyethylin) conforming to IS: 7098 (Part-II) including laying below .9mtr. of the ground and filling the excavated materials including watering and ramming.

3 Ø - 4 wire 20 - 100 Amp. 3 x 230 Volt (P-N) current meter with ISI mark as approved and tested by DISTCO with matching fibre glass & T.P Box.

110 mm dia PVC FTA

200 x 100 mm dia mm dia PVC reducer

Cost of 150mm dia Butterfly valve

Post test of PVC Pipe

250 mm Ø HDPE End Cap

160 mm Ø HDPE End Cap

Construction and erection of 11/0.4KV ,25KVA D.P. Substation confirming RERules1956,mounted on 2.80mtr Long channel2nos,supported in 300 Kg 9mtr long PSC pole 2nos alongwith AB switch, HG fusemountingchannel, cantiliver channel, Tranaformer belting with 2.80mtr long angle 2nos,insulator, hard wire fitting, lightning arrestor-3nos , stay accessories danger board, provision for anti climbing devices to D.P. ,LT distribution box with kit kat fuse with MCCB 25 KVA *** rated tansformer ,35mm2 x3 1/2 core PVC cable and other materials required ,earthing with G.I. pipe , G.I. wire and G.I. flat and other materials like nut bolt, washer etc.,socket with concreting of poles and stay including fencing boundary wall with G.I.Flat ( Size 5mtrX 3mtr X 1.5mtr ) & M.S Grill Gate , Sand filling and metal spreading / concretaing around the S/S ,fixing of iron gate etc. including cost of all materials, labour, transportation ,errection, testing and commissioning & inspection etc. as per direction of Engineer-in -charge as per estimate of TPCODL

Electrical Installation including labour charges for fitting of Control Pannel ,danger board,capacitor ,wiring of motor and laying of T.D. cable in underground trench including Power supply commissioning etc. complete so as to energised the pumpset as per design and drawing of OLIC as per direction of Engineer-in-charge

40mm dia G.I.pipe earthing(2nos) for Pump and Pannel board near fixed foundation using 18gauge G.I. wire including all labour and required materials i.e. G.I.Socket charcoal ,salt,small size huts & bolts and any other petty items as required in the field including excavation of earth pits and fitting thereoff in complete as per the direction of Engineer-in charge

Construction of 90 degree cutpoint angle with 10 mtr PSC Pole with required materials like Disc insulator , Pin Insulator , Polymer , angles & cross arm etc as per specification & Estimate of TPCODL.

Construction of 180 degree cutpoint angle with 10 mtr PSC Pole with required materials like Disc insulator , Pin Insulator , Polymer , angles & cross arm etc as per specific

200x100x100 dia MS 'Y' joint

Earth work in excavation of foundation in hard soil suh as Hard stiff clay,stiff black cotton,shales, morum, ordinary gravels etc within 50 mtr. initial lead & 1.5 mtr.lift Including rough dressing and leveling the bed and depositing the exaveted materials within initial lead at nearby the worksite for reuse including breaking clods and stacking rubble for spreading and leveling as the case may be etc complete. (Exavation by mechanical means 60% & manualy 40%)

Filling in foundation & plinth with sand including watering & ramming etc complete as per the direction of the Engineer-incharge.

Cement concrete (1:4:8) with 4cm size h.g.b. hand broken metal of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all worksite, supply of cement T&Pmaterial to required etc. complete as per the direction of the Engineer-incharge.

Cement concrete (1:2:4) with 12mm size black C.B. hand broken chips of approved quality from approved quarry for R.C.C work with ramming watering and curring etc. complete including convence charge of all material tocost, taxes, royalty worksite, supply of cement T&P required etc complete as per the direction of the Engineer-incharge.

Brick work with Flyash Brick 25cm x 12cm x 8cm size having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in foundation & plinth etc. complete as per the Engineer-incharge.

12mm cement plaster in cement mortar (1:6) finished smooth to brick work after racking out joints including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.

Rigid smooth centering & shuttering for R.C.C. Works walls & fins including false work & dismateling then after including cost of materials in ground floor complete an directed by the Engineer-incharge.

Brick work with Flyash . Brick 25cm x 12cm x 8cm size for Supper Structure having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in foundation & plinth etc. complete as per the Engineer-incharge.

Labour charge for M.S. Reinforcement for R.C.C. work including cutting, bending & typing the grills & placing in position including cost of binding wire 18 to 20 guage per Qntl. Including cost of HYSD Steel Bar (FE 415/ FE 500)

Cement punning over plastering including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.

Filling F&P with excavated materials, including watering and ramming.

Filling F&P with excavated materials, in layers not exceding 0.30m including breaking clods within 50m initial lead including levling the tranches as the case may be etc comlete. ( Quantity by means of Mechanical 60% & manually 40%)

Writing charge of required information and data on both side of the transperancy pillar including supplying of approved paints and required material for writing etc. complete as per the direction of the Engineer-incharge.

Fitting of un plasticised 200mm dia HDPE Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non- head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from factory to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge.

Fitting of un plasticised 160mm dia HDPE Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non- head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from factory to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge.

Labour charges for installation of 10HP Motor including fitting & fixing of base frame, fitting & fixing suction and delivery pipe to motor, NR Valve, Foot Valve, Sluice Valve and other fitting materials including cutting, welding etc complete as per the direction of the Engineer-incharge.

Distempering two coats to walls with distemper of approved shade including cost & labour charges.

Painting two coats with approved paint including cost & Labour charges

Finishing walls with water proofing cement paint including cost & Labour charges.

Cost of primer with of approved quqlity & Labour charge for painting Door & Window

Cost of paint with approved quality Labour charge for painting Door & Window

pump chamber wiring with supplying all materials & labour chages as per direction Engineer in charges.

Cost of Febricated M/S Door ( 6'.6''X3'.3") & Window (2'X2') made up with 4mm size C.R Sheet & 1''X1'' M.S Angle incluing fitting fixing etc.as per direction Engineer in charge.

Provision construction of oulet with supplying all materials & Labour etc.

Costof construction febricated GI supporting piller including all fittings complite

100 mm Ø nominal bore G.I. Pipe having wall thickness 4.5 mm electrical resistance welded of medium class confirming to IS - 1239 (pt-1 of 2004) with socketed at one end and the other end protected with plastic thread protector. The socket confirming to IS-1239 (pt-II/1992) with latest amendmewnts in random length of 4 to 7 mtrs. Each pipe should bear ISI certification & manufacturers name /Trade mark.

100mm G.I. Bend conf. to IS no 1239(Part-II/1992)

100 mm Ø C.I. Foot Valve should be of swing type friction less with single disc confirming to IS – 4038/1979 of reputed brand

100mm dia G.I. Flange IS no.6392/1971

Cost of 1 set DE spanner & Hand gloves-1 pair

Supplying of 200mm dia unplasticised rigid HDPE PIPE PE 80-PN 4 having specific gravity of 1.40 to 1.46 gms/cc of straight length of 6 (six) meter for portable water supplies conforming to IS - 4985 / 2000 of BIS -Amendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure CI - I HDPE pipe to withstand pressure of 2.5 kgf/sqcm & the specification and manufacturer name should be prominently marked on body of each pipe as per the latest Amendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test are to be condcuted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubaneswar necessary approval of authority including transportation to work site in complete shape.

Supplying of 160mm dia unplasticised rigid HDPE PIPE PE 80-PN 4 having specific gravity of 1.40 to 1.46 gms/cc of straight length of 6 (six) meter for portable water supplies conforming to IS - 4985 / 2000 of BIS -Amendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure CI - I HDPE pipe to withstand pressure of 2.5 kgf/sqcm & the specification and manufacturer name should be prominently marked on body of each pipe as per the latest Amendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test are to be condcuted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubaneswar necessary approval of authority including transportation to work site in complete shape.

100mm Non-return valve C I double flanged swing type PN - 1.0 as per IS:5312 part-I with by-pass arrangement

50 mm Ø Air release valve with saddle & Raiser pipe. The air release valve shall confirm to IS 14845 with ISI mark.

200 mm x200 mm x1600 mm Ø HDPE Tee

160 mm x160 mm x160 mm Ø HDPE Equal Tee

200 mm Ø HDPE End Cap

1600 mm Ø HDPE End Cap

Supply of solvent cement of approve quality for joiniting of HDPE Pipe with all cost and all tax etc. complete as per the direction of the Engineer-incharge.

100 x100x50 mm dia G.I. priming Tee

200 mm x200 mm x100 mm Ø G.I.Raiser Tee set with bend , closing and opening arrangement.

Control Pannel with Automatic Star delta Starter, sheet steel enclosure suitable for operation of Squirrel cage induction motor up to 10 HP with 16 Amp (AC -3) duty contractor at 415 Volt+6%-15%, 3 phase, 50 Hz AC supply with over load relay range 6.00 to 9.50 Amp & no volt coil with electronic timer suitable for operation at voltage range of 300 to 440 V. The Starter should provide dependable protection against over load and single phasing fitted with Volt meter,Ameter,MCB in complete shape including Indicator Lamp

63 Amp Main Switch Triple pole & neutral of voltage range 440 volt of re-wirable fuse and shall confirm to IS 4064 part I & with ISI mark.

Base frame for motor (size 0.50mx0.27m) made with 3" size M.S. channel having suitable holes for fittings of different size and make 3 fittings of different size and make 3 phase centrifugal monoblock pump set from 10 H.P. to 15 H.P. coloured with one coat of red oxide primer & two coats of smoke grey enamel paint.

Motor hood size (0.45mx0.45mx0.60m) made with 18 SWG (cold rolled M.S.Sheet with one coat of red oxide primer and two coats of smoke gray /navey blue enamel n both side (inside & outside) suitable to cover centrifugal monoblock Pump Set from 10 HP to 15 HP and having provision for attachement with the groves on rear side of the pannel board.

4KVA Capacitor as per IS specification

3 x 10 sqmm Tarpodar cable XLPE (Cross link polyethylin) conforming to IS: 7098 (Part-II) including laying below .9mtr. of the ground and filling the excavated materials including watering and ramming.

3 Ø - 4 wire 20 - 100 Amp. 3 x 230 Volt (P-N) current meter with ISI mark as approved and tested by DISTCO with matching fibre glass & T.P Box.

110 mm dia PVC FTA

200 x 100 mm dia mm dia PVC reducer

Cost of 150mm dia Butterfly valve

Cost of DE spanner-1 set & Hand gloves-1 pair

Post test of PVC Pipe

SCHEDULE-B(BATARPADA-III) Construction of 3 phase 11KV line as per REC standard confirming to RE Rules 1956 with 300 kg 10 mtr long PSC pole support in 40M span, with required nos interposing PSC pole (300KG 9 MTR ) , 55 Sqmm AAA Conductor,11 KV "V" Cross arm,with required No.of 11 KV T& C Disc.Insulators & 11 KV Pin insulators,Couping & Padding of Poles. Danger Board at each Pole,Anti Climbing Devices,Stay Set at Bending point & double stay at end point with 18mm G.I.H.T. Stay, concerting of Pole & Stay with Anchor plate,guarding at Road Crossing, with construction cut points etc satisfacying to the estimate provision of TPCODL including cost of all materials,labour transportation, errection, inspection & commissioning etc. complete as per direction of Engineer-in -Charge as per the estimate of TPCODL

Construction and erection of 11/0.4KV ,25KVA D.P. Substation confirming RERules1956,mounted on 2.80mtr Long channel2nos,supported in 300 Kg 9mtr long PSC pole 2nos alongwith AB switch, HG fusemountingchannel, cantiliver channel, Tranaformer belting with 2.80mtr long angle 2nos,insulator, hard wire fitting, lightning arrestor-3nos , stay accessories danger board, provision for anti climbing devices to D.P. ,LT distribution box with kit kat fuse with MCCB 25 KVA *** rated tansformer ,35mm2 x3 1/2 core PVC cable and other materials required ,earthing with G.I. pipe , G.I. wire and G.I. flat and other materials like nut bolt, washer etc.,socket with concreting of poles and stay including fencing boundary wall with G.I.Flat ( Size 5mtrX 3mtr X 1.5mtr ) & M.S Grill Gate , Sand filling and metal spreading / concretaing around the S/S ,fixing of iron gate etc. including cost of all materials, labour, transportation ,errection, testing and commissioning & inspection etc. as per direction of Engineer-in -charge as per estimate of TPCODL

Electrical Installation including labour charges for fitting of Control Pannel ,danger board,capacitor ,wiring of motor and laying of T.D. cable in underground trench including Power supply commissioning etc. complete so as to energised the pumpset as per design and drawing of OLIC as per direction of Engineer-in-charge

40mm dia G.I.pipe earthing(2nos) for Pump and Pannel board near fixed foundation using 18gauge G.I. wire including all labour and required materials i.e. G.I.Socket charcoal ,salt,small size huts & bolts and any other petty items as required in the field including excavation of earth pits and fitting thereoff in complete as per the direction of Engineer-in charge

Construction of 90 degree cutpoint angle with 10 mtr PSC Pole with required materials like Disc insulator , Pin Insulator , Polymer , angles & cross arm etc as per specification & Estimate of TPCODL.

Construction of 180 degree cutpoint angle with 10 mtr PSC Pole with required materials like Disc insulator , Pin Insulator , Polymer , angles & cross arm etc as per specific

SCHEDULE-A(HATASAHI-VII) Earth work in excavation in hard soil in foundation including dressing & leveling of bed within 50 mtr. initial lead & 1.5 mtr. lift In complete.

Earth work in excavation of foundation in hard soil suh as Hard stiff clay,stiff black cotton,shales, morum, ordinary gravels etc within 50 mtr. initial lead & 1.5 mtr.lift Including rough dressing and leveling the bed and depositing the exaveted materials within initial lead at nearby the worksite for reuse including breaking clods and stacking rubble for spreading and leveling as the case may be etc complete. (Exavation by mechanical means 60% & manualy 40%)

Filling in foundation & plinth with sand including watering & ramming etc complete as per the direction of the Engineer-incharge.

Cement concrete (1:4:8) with 4cm size h.g.b. hand broken metal of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all worksite, supply of cement T&Pmaterial to required etc. complete as per the direction of the Engineer-incharge.

Cement concrete (1:2:4) with 12mm size black C.B. hand broken chips of approved quality from approved quarry for R.C.C work with ramming watering and curring etc. complete including convence charge of all material tocost, taxes, royalty worksite, supply of cement T&P required etc complete as per the direction of the Engineer-incharge.

Brick work with Flyash Brick 25cm x 12cm x 8cm size having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in foundation & plinth etc. complete as per the Engineer-incharge.

12mm cement plaster in cement mortar (1:6) finished smooth to brick work after racking out joints including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.

Rigid smooth centering & shuttering for R.C.C. Works walls & fins including false work & dismateling then after including cost of materials in ground floor complete an directed by the Engineer-incharge.

Brick work with Flyash . Brick 25cm x 12cm x 8cm size for Supper Structure having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in foundation & plinth etc. complete as per the Engineer-incharge.

Labour charge for M.S. Reinforcement for R.C.C. work including cutting, bending & typing the grills & placing in position including cost of binding wire 18 to 20 guage per Qntl. Including cost of HYSD Steel Bar (FE 415/ FE 500)

Cement punning over plastering including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.

Filling F&P with excavated materials, including watering and ramming.

Filling F&P with excavated materials, in layers not exceding 0.30m including breaking clods within 50m initial lead including levling the tranches as the case may be etc comlete. ( Quantity by means of Mechanical 60% & manually 40%)

Writing charge of required information and data on both side of the transperancy pillar including supplying of approved paints and required material for writing etc. complete as per the direction of the Engineer-incharge.

Fitting of un plasticised 200mm dia HDPE Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non- head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from factory to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge.

Fitting of un plasticised 160mm dia HDPE Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non- head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from factory to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge.

5/8" x 12" nut bolt & washer F.T. for foundation

Labour charges for installation of 10HP Motor including fitting & fixing of base frame, fitting & fixing suction and delivery pipe to motor, NR Valve, Foot Valve, Sluice Valve and other fitting materials including cutting, welding etc complete as per the direction of the Engineer-incharge.

Distempering two coats to walls with distemper of approved shade including cost & labour charges.

Painting two coats with approved paint including cost & Labour charges

Finishing walls with water proofing cement paint including cost & Labour charges.

Cost of primer with of approved quqlity & Labour charge for painting Door & Window

Cost of paint with approved quality Labour charge for painting Door & Window

pump chamber wiring with supplying all materials & labour chages as per direction Engineer in charges.

Cost of Febricated M/S Door ( 6'.6''X3'.3") & Window (2'X2') made up with 4mm size C.R Sheet & 1''X1'' M.S Angle incluing fitting fixing etc.as per direction Engineer in charge.

Provision construction of oulet with supplying all materials & Labour etc.

Costof construction febricated GI supporting piller including all fittings complite

100 mm Ø nominal bore G.I. Pipe having wall thickness 4.5 mm electrical resistance welded of medium class confirming to IS - 1239 (pt-1 of 2004) with socketed at one end and the other end protected with plastic thread protector. The socket confirming to IS-1239 (pt-II/1992) with latest amendmewnts in random length of 4 to 7 mtrs. Each pipe should bear ISI certification & manufacturers name /Trade mark.

100mm G.I. Bend conf. to IS no 1239(Part-II/1992)

100 mm Ø C.I. Foot Valve should be of swing type friction less with single disc confirming to IS – 4038/1979 of reputed brand

100mm dia G.I. Flange IS no.6392/1971

Monoblock pump set total head of 18 mtrs capable to discharge 1700 LPM with 10HP/7.5KW squirrel cage induction motor fitted with bronze impeller TB-2 of IS 318/1981, companion flanges & Class "F"insulation suitable for operation 415 volt +6%-15% 3 phase, 50Hz AC poweer supply suction/deliveery =100mmx100mm with BEE Star rated energy efficiency Pump & as per IS-9079/2002 with overall efficiency 62 to 65% of reputed brand having wide dealership net work for easy availability of spares including PTL Testing

SCHEDULE-B(HATASAHI-VII) Construction of 3 phase 11KV line as per REC standard confirming to RE Rules 1956 with 300 kg 10 mtr long PSC pole support in 40M span, with required nos interposing PSC pole (300KG 9 MTR ) , 55 Sqmm AAA Conductor,11 KV "V" Cross arm,with required No.of 11 KV T& C Disc.Insulators & 11 KV Pin insulators,Couping & Padding of Poles. Danger Board at each Pole,Anti Climbing Devices,Stay Set at Bending point & double stay at end point with 18mm G.I.H.T. Stay, concerting of Pole & Stay with Anchor plate,guarding at Road Crossing, with construction cut points etc satisfacying to the estimate provision of TPCODL including cost of all materials,labour transportation, errection, inspection & commissioning etc. complete as per direction of Engineer-in -Charge as per the estimate of TPCODL

SCHEDULE-A(HATASAHI-VIII) Earth work in excavation in hard soil in foundation including dressing & leveling of bed within 50 mtr. initial lead & 1.5 mtr. lift In complete.

Supplying of 200mm dia unplasticised rigid HDPE PIPE PE 80-PN 4 having specific gravity of 1.40 to 1.46 gms/cc of straight length of 6 (six) meter for portable water supplies conforming to IS - 4985 / 2000 of BIS -Amendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure CI - I HDPE pipe to withstand pressure of 2.5 kgf/sqcm & the specification and manufacturer name should be prominently marked on body of each pipe as per the latest Amendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test are to be condcuted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubaneswar necessary approval of authority including transportation to work site in complete shape.

Supplying of 160mm dia unplasticised rigid HDPE PIPE PE 80-PN 4 having specific gravity of 1.40 to 1.46 gms/cc of straight length of 6 (six) meter for portable water supplies conforming to IS - 4985 / 2000 of BIS -Amendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure CI - I HDPE pipe to withstand pressure of 2.5 kgf/sqcm & the specification and manufacturer name should be prominently marked on body of each pipe as per the latest Amendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test are to be condcuted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubaneswar necessary approval of authority including transportation to work site in complete shape.

100mm Non-return valve C I double flanged swing type PN - 1.0 as per IS:5312 part-I with by-pass arrangement

50 mm Ø Air release valve with saddle & Raiser pipe. The air release valve shall confirm to IS 14845 with ISI mark.

200 mm x200 mm x1600 mm Ø HDPE Tee

160 mm x160 mm x160 mm Ø HDPE Equal Tee

200 mm Ø HDPE End Cap

1600 mm Ø HDPE End Cap

Supply of solvent cement of approve quality for joiniting of HDPE Pipe with all cost and all tax etc. complete as per the direction of the Engineer-incharge.

100 x100x50 mm dia G.I. priming Tee

200 mm x200 mm x100 mm Ø G.I.Raiser Tee set with bend , closing and opening arrangement.

Control Pannel with Automatic Star delta Starter, sheet steel enclosure suitable for operation of Squirrel cage induction motor up to 10 HP with 16 Amp (AC -3) duty contractor at 415 Volt+6%-15%, 3 phase, 50 Hz AC supply with over load relay range 6.00 to 9.50 Amp & no volt coil with electronic timer suitable for operation at voltage range of 300 to 440 V. The Starter should provide dependable protection against over load and single phasing fitted with Volt meter,Ameter,MCB in complete shape including Indicator Lamp

63 Amp Main Switch Triple pole & neutral of voltage range 440 volt of re-wirable fuse and shall confirm to IS 4064 part I & with ISI mark.

Base frame for motor (size 0.50mx0.27m) made with 3" size M.S. channel having suitable holes for fittings of different size and make 3 fittings of different size and make 3 phase centrifugal monoblock pump set from 10 H.P. to 15 H.P. coloured with one coat of red oxide primer & two coats of smoke grey enamel paint.

Motor hood size (0.45mx0.45mx0.60m) made with 18 SWG (cold rolled M.S.Sheet with one coat of red oxide primer and two coats of smoke gray /navey blue enamel n both side (inside & outside) suitable to cover centrifugal monoblock Pump Set from 10 HP to 15 HP and having provision for attachement with the groves on rear side of the pannel board.

4KVA Capacitor as per IS specification

3 x 10 sqmm Tarpodar cable XLPE (Cross link polyethylin) conforming to IS: 7098 (Part-II) including laying below .9mtr. of the ground and filling the excavated materials including watering and ramming.

3 Ø - 4 wire 20 - 100 Amp. 3 x 230 Volt (P-N) current meter with ISI mark as approved and tested by DISTCO with matching fibre glass & T.P Box.

110 mm dia PVC FTA

200 x 100 mm dia mm dia PVC reducer

Cost of 150mm dia Butterfly valve

Cost of DE spanner-1 set & Hand gloves-1 pair

Post test of PVC Pipe

Cost for laying & welding of 200 mm dia MS pipe

Construction and erection of 11/0.4KV ,25KVA D.P. Substation confirming RERules1956,mounted on 2.80mtr Long channel2nos,supported in 300 Kg 9mtr long PSC pole 2nos alongwith AB switch, HG fusemountingchannel, cantiliver channel, Tranaformer belting with 2.80mtr long angle 2nos,insulator, hard wire fitting, lightning arrestor-3nos , stay accessories danger board, provision for anti climbing devices to D.P. ,LT distribution box with kit kat fuse with MCCB 25 KVA *** rated tansformer ,35mm2 x3 1/2 core PVC cable and other materials required ,earthing with G.I. pipe , G.I. wire and G.I. flat and other materials like nut bolt, washer etc.,socket with concreting of poles and stay including fencing boundary wall with G.I.Flat ( Size 5mtrX 3mtr X 1.5mtr ) & M.S Grill Gate , Sand filling and metal spreading / concretaing around the S/S ,fixing of iron gate etc. including cost of all materials, labour, transportation ,errection, testing and commissioning & inspection etc. as per direction of Engineer-in -charge as per estimate of TPCODL

Electrical Installation including labour charges for fitting of Control Pannel ,danger board,capacitor ,wiring of motor and laying of T.D. cable in underground trench including Power supply commissioning etc. complete so as to energised the pumpset as per design and drawing of OLIC as per direction of Engineer-in-charge

40mm dia G.I.pipe earthing(2nos) for Pump and Pannel board near fixed foundation using 18gauge G.I. wire including all labour and required materials i.e. G.I.Socket charcoal ,salt,small size huts & bolts and any other petty items as required in the field including excavation of earth pits and fitting thereoff in complete as per the direction of Engineer-in charge

Construction of 90 degree cutpoint angle with 10 mtr PSC Pole with required materials like Disc insulator , Pin Insulator , Polymer , angles & cross arm etc as per specification & Estimate of TPCODL.

Construction of 180 degree cutpoint angle with 10 mtr PSC Pole with required materials like Disc insulator , Pin Insulator , Polymer , angles & cross arm etc as per specific

Monoblock pump set total head of 18 mtrs capable to discharge 1700 LPM with 10HP/7.5KW squirrel cage induction motor fitted with bronze impeller TB-2 of IS 318/1981, companion flanges & Class "F"insulation suitable for operation 415 volt +6%-15% 3 phase, 50Hz AC poweer supply suction/deliveery =100mmx100mm with BEE Star rated energy efficiency Pump & as per IS-9079/2002 with overall efficiency 62 to 65% of reputed brand having wide dealership net work for easy availability of spares including PTL Testing .

Earth work in excavation of foundation in hard soil suh as Hard stiff clay,stiff black cotton,shales, morum, ordinary gravels etc within 50 mtr. initial lead & 1.5 mtr.lift Including rough dressing and leveling the bed and depositing the exaveted materials within initial lead at nearby the worksite for reuse including breaking clods and stacking rubble for spreading and leveling as the case may be etc complete. (Exavation by mechanical means 60% & manualy 40%)

Filling in foundation & plinth with sand including watering & ramming etc complete as per the direction of the Engineer-incharge.

Cement concrete (1:4:8) with 4cm size h.g.b. hand broken metal of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all worksite, supply of cement T&Pmaterial to required etc. complete as per the direction of the Engineer-incharge.

Cement concrete (1:2:4) with 12mm size black C.B. hand broken chips of approved quality from approved quarry for R.C.C work with ramming watering and curring etc. complete including convence charge of all material tocost, taxes, royalty worksite, supply of cement T&P required etc complete as per the direction of the Engineer-incharge.

Brick work with Flyash Brick 25cm x 12cm x 8cm size having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in foundation & plinth etc. complete as per the Engineer-incharge.

12mm cement plaster in cement mortar (1:6) finished smooth to brick work after racking out joints including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.

Rigid smooth centering & shuttering for R.C.C. Works walls & fins including false work & dismateling then after including cost of materials in ground floor complete an directed by the Engineer-incharge.

Brick work with Flyash . Brick 25cm x 12cm x 8cm size for Supper Structure having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in foundation & plinth etc. complete as per the Engineer-incharge.

Labour charge for M.S. Reinforcement for R.C.C. work including cutting, bending & typing the grills & placing in position including cost of binding wire 18 to 20 guage per Qntl. Including cost of HYSD Steel Bar (FE 415/ FE 500)

Cement punning over plastering including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.

Filling F&P with excavated materials, including watering and ramming.

Filling F&P with excavated materials, in layers not exceding 0.30m including breaking clods within 50m initial lead including levling the tranches as the case may be etc comlete. ( Quantity by means of Mechanical 60% & manually 40%)

Writing charge of required information and data on both side of the transperancy pillar including supplying of approved paints and required material for writing etc. complete as per the direction of the Engineer-incharge.

Fitting of un plasticised 200mm dia HDPE Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non- head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from factory to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge.

Fitting of un plasticised 160mm dia HDPE Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non- head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from factory to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge.

5/8" x 12" nut bolt & washer F.T. for foundation

Labour charges for installation of 10HP Motor including fitting & fixing of base frame, fitting & fixing suction and delivery pipe to motor, NR Valve, Foot Valve, Sluice Valve and other fitting materials including cutting, welding etc complete as per the direction of the Engineer-incharge.

Distempering two coats to walls with distemper of approved shade including cost & labour charges.

Painting two coats with approved paint including cost & Labour charges

Finishing walls with water proofing cement paint including cost & Labour charges.

Cost of primer with of approved quqlity & Labour charge for painting Door & Window

Cost of paint with approved quality Labour charge for painting Door & Window

pump chamber wiring with supplying all materials & labour chages as per direction Engineer in charges.

Cost of Febricated M/S Door ( 6'.6''X3'.3") & Window (2'X2') made up with 4mm size C.R Sheet & 1''X1'' M.S Angle incluing fitting fixing etc.as per direction Engineer in charge.

Provision construction of oulet with supplying all materials & Labour etc.

Costof construction febricated GI supporting piller including all fittings complite

100 mm Ø nominal bore G.I. Pipe having wall thickness 4.5 mm electrical resistance welded of medium class confirming to IS - 1239 (pt-1 of 2004) with socketed at one end and the other end protected with plastic thread protector. The socket confirming to IS-1239 (pt-II/1992) with latest amendmewnts in random length of 4 to 7 mtrs. Each pipe should bear ISI certification & manufacturers name /Trade mark.

100mm G.I. Bend conf. to IS no 1239(Part-II/1992)

100 mm Ø C.I. Foot Valve should be of swing type friction less with single disc confirming to IS – 4038/1979 of reputed brand

100mm dia G.I. Flange IS no.6392/1971

Monoblock pump set total head of 18 mtrs capable to discharge 1700 LPM with 10HP/7.5KW squirrel cage induction motor fitted with bronze impeller TB-2 of IS 318/1981, companion flanges & Class "F"insulation suitable for operation 415 volt +6%-15% 3 phase, 50Hz AC poweer supply suction/deliveery =100mmx100mm with BEE Star rated energy efficiency Pump & as per IS-9079/2002 with overall efficiency 62 to 65% of reputed brand having wide dealership net work for easy availability of spares including PTL Testing

200mm M.S. pipe withy plain end in random length 4 to 7 mtr. Coinfirming to BIS 3589 with min. wall thickness of pipe should be 5.5 mm each pipe should be bear ISI specification and manufactures name / Trade mark. Steel grade of the pipe should be Fe330

SCHEDULE-A(HATASAHI-VIII) Earth work in excavation in hard soil in foundation including dressing & leveling of bed within 50 mtr. initial lead & 1.5 mtr. lift In complete.

Supplying of 200mm dia unplasticised rigid HDPE PIPE PE 80-PN 4 having specific gravity of 1.40 to 1.46 gms/cc of straight length of 6 (six) meter for portable water supplies conforming to IS - 4985 / 2000 of BIS -Amendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure CI - I HDPE pipe to withstand pressure of 2.5 kgf/sqcm & the specification and manufacturer name should be prominently marked on body of each pipe as per the latest Amendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test are to be condcuted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubaneswar necessary approval of authority including transportation to work site in complete shape.

Supplying of 160mm dia unplasticised rigid HDPE PIPE PE 80-PN 4 having specific gravity of 1.40 to 1.46 gms/cc of straight length of 6 (six) meter for portable water supplies conforming to IS - 4985 / 2000 of BIS -Amendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure CI - I HDPE pipe to withstand pressure of 2.5 kgf/sqcm & the specification and manufacturer name should be prominently marked on body of each pipe as per the latest Amendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test are to be condcuted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubaneswar necessary approval of authority including transportation to work site in complete shape.

100mm Non-return valve C I double flanged swing type PN - 1.0 as per IS:5312 part-I with by-pass arrangement

50 mm Ø Air release valve with saddle & Raiser pipe. The air release valve shall confirm to IS 14845 with ISI mark.

200 mm x200 mm x1600 mm Ø HDPE Tee

160 mm x160 mm x160 mm Ø HDPE Equal Tee

200 mm Ø HDPE End Cap

1600 mm Ø HDPE End Cap

Supply of solvent cement of approve quality for joiniting of HDPE Pipe with all cost and all tax etc. complete as per the direction of the Engineer-incharge.

100 x100x50 mm dia G.I. priming Tee

200 mm x200 mm x100 mm Ø G.I.Raiser Tee set with bend , closing and opening arrangement.

Control Pannel with Automatic Star delta Starter, sheet steel enclosure suitable for operation of Squirrel cage induction motor up to 10 HP with 16 Amp (AC -3) duty contractor at 415 Volt+6%-15%, 3 phase, 50 Hz AC supply with over load relay range 6.00 to 9.50 Amp & no volt coil with electronic timer suitable for operation at voltage range of 300 to 440 V. The Starter should provide dependable protection against over load and single phasing fitted with Volt meter,Ameter,MCB in complete shape including Indicator Lamp

63 Amp Main Switch Triple pole & neutral of voltage range 440 volt of re-wirable fuse and shall confirm to IS 4064 part I & with ISI mark.

Base frame for motor (size 0.50mx0.27m) made with 3" size M.S. channel having suitable holes for fittings of different size and make 3 fittings of different size and make 3 phase centrifugal monoblock pump set from 10 H.P. to 15 H.P. coloured with one coat of red oxide primer & two coats of smoke grey enamel paint.

Motor hood size (0.45mx0.45mx0.60m) made with 18 SWG (cold rolled M.S.Sheet with one coat of red oxide primer and two coats of smoke gray /navey blue enamel n both side (inside & outside) suitable to cover centrifugal monoblock Pump Set from 10 HP to 15 HP and having provision for attachement with the groves on rear side of the pannel board.

4KVA Capacitor as per IS specification

3 x 10 sqmm Tarpodar cable XLPE (Cross link polyethylin) conforming to IS: 7098 (Part-II) including laying below .9mtr. of the ground and filling the excavated materials including watering and ramming.

3 Ø - 4 wire 20 - 100 Amp. 3 x 230 Volt (P-N) current meter with ISI mark as approved and tested by DISTCO with matching fibre glass & T.P Box.

110 mm dia PVC FTA

200 x 100 mm dia mm dia PVC reducer

Cost of 150mm dia Butterfly valve

Cost of DE spanner-1 set & Hand gloves-1 pair

Post test of PVC Pipe

SCHEDULE-B(HATASAHI-VIII) Construction of 3 phase 11KV line as per REC standard confirming to RE Rules 1956 with 300 kg 10 mtr long PSC pole support in 40M span, with required nos interposing PSC pole (300KG 9 MTR ) , 55 Sqmm AAA Conductor,11 KV "V" Cross arm,with required No.of 11 KV T& C Disc.Insulators & 11 KV Pin insulators,Couping & Padding of Poles. Danger Board at each Pole,Anti Climbing Devices,Stay Set at Bending point & double stay at end point with 18mm G.I.H.T. Stay, concerting of Pole & Stay with Anchor plate,guarding at Road Crossing, with construction cut points etc satisfacying to the estimate provision of TPCODL including cost of all materials,labour transportation, errection, inspection & commissioning etc. complete as per direction of Engineer-in -Charge as per the estimate of TPCODL

Construction and erection of 11/0.4KV ,25KVA D.P. Substation confirming RERules1956,mounted on 2.80mtr Long channel2nos,supported in 300 Kg 9mtr long PSC pole 2nos alongwith AB switch, HG fusemountingchannel, cantiliver channel, Tranaformer belting with 2.80mtr long angle 2nos,insulator, hard wire fitting, lightning arrestor-3nos , stay accessories danger board, provision for anti climbing devices to D.P. ,LT distribution box with kit kat fuse with MCCB 25 KVA *** rated tansformer ,35mm2 x3 1/2 core PVC cable and other materials required ,earthing with G.I. pipe , G.I. wire and G.I. flat and other materials like nut bolt, washer etc.,socket with concreting of poles and stay including fencing boundary wall with G.I.Flat ( Size 5mtrX 3mtr X 1.5mtr ) & M.S Grill Gate , Sand filling and metal spreading / concretaing around the S/S ,fixing of iron gate etc. including cost of all materials, labour, transportation ,errection, testing and commissioning & inspection etc. as per direction of Engineer-in -charge as per estimate of TPCODL

Electrical Installation including labour charges for fitting of Control Pannel ,danger board,capacitor ,wiring of motor and laying of T.D. cable in underground trench including Power supply commissioning etc. complete so as to energised the pumpset as per design and drawing of OLIC as per direction of Engineer-in-charge

40mm dia G.I.pipe earthing(2nos) for Pump and Pannel board near fixed foundation using 18gauge G.I. wire including all labour and required materials i.e. G.I.Socket charcoal ,salt,small size huts & bolts and any other petty items as required in the field including excavation of earth pits and fitting thereoff in complete as per the direction of Engineer-in charge

Construction of 90 degree cutpoint angle with 10 mtr PSC Pole with required materials like Disc insulator , Pin Insulator , Polymer , angles & cross arm etc as per specification & Estimate of TPCODL.

Construction of 180 degree cutpoint angle with 10 mtr PSC Pole with required materials like Disc insulator , Pin Insulator , Polymer , angles & cross arm etc as per specific

SCHEDULE-A(HATASAHI-IX) Earth work in excavation in hard soil in foundation including dressing & leveling of bed within 50 mtr. initial lead & 1.5 mtr. lift In complete.

Earth work in excavation of foundation in hard soil suh as Hard stiff clay,stiff black cotton,shales, morum, ordinary gravels etc within 50 mtr. initial lead & 1.5 mtr.lift Including rough dressing and leveling the bed and depositing the exaveted materials within initial lead at nearby the worksite for reuse including breaking clods and stacking rubble for spreading and leveling as the case may be etc complete. (Exavation by mechanical means 60% & manualy 40%)

Filling in foundation & plinth with sand including watering & ramming etc complete as per the direction of the Engineer-incharge.

Cement concrete (1:4:8) with 4cm size h.g.b. hand broken metal of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all worksite, supply of cement T&Pmaterial to required etc. complete as per the direction of the Engineer-incharge.

Cement concrete (1:2:4) with 12mm size black C.B. hand broken chips of approved quality from approved quarry for R.C.C work with ramming watering and curring etc. complete including convence charge of all material tocost, taxes, royalty worksite, supply of cement T&P required etc complete as per the direction of the Engineer-incharge.

Brick work with Flyash Brick 25cm x 12cm x 8cm size having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in foundation & plinth etc. complete as per the Engineer-incharge.

12mm cement plaster in cement mortar (1:6) finished smooth to brick work after racking out joints including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.

Rigid smooth centering & shuttering for R.C.C. Works walls & fins including false work & dismateling then after including cost of materials in ground floor complete an directed by the Engineer-incharge.

Brick work with Flyash . Brick 25cm x 12cm x 8cm size for Supper Structure having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in foundation & plinth etc. complete as per the Engineer-incharge.

Labour charge for M.S. Reinforcement for R.C.C. work including cutting, bending & typing the grills & placing in position including cost of binding wire 18 to 20 guage per Qntl. Including cost of HYSD Steel Bar (FE 415/ FE 500)

Cement punning over plastering including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.

Filling F&P with excavated materials, including watering and ramming.

Filling F&P with excavated materials, in layers not exceding 0.30m including breaking clods within 50m initial lead including levling the tranches as the case may be etc comlete. ( Quantity by means of Mechanical 60% & manually 40%)

Writing charge of required information and data on both side of the transperancy pillar including supplying of approved paints and required material for writing etc. complete as per the direction of the Engineer-incharge.

Fitting of un plasticised 160mm dia HDPE Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non- head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from factory to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge.

5/8" x 12" nut bolt & washer F.T. for foundation

Labour charges for installation of 10HP Motor including fitting & fixing of base frame, fitting & fixing suction and delivery pipe to motor, NR Valve, Foot Valve, Sluice Valve and other fitting materials including cutting, welding etc complete as per the direction of the Engineer-incharge.

Distempering two coats to walls with distemper of approved shade including cost & labour charges.

Painting two coats with approved paint including cost & Labour charges

Finishing walls with water proofing cement paint including cost & Labour charges.

Cost of primer with of approved quqlity & Labour charge for painting Door & Window

Cost of paint with approved quality Labour charge for painting Door & Window

pump chamber wiring with supplying all materials & labour chages as per direction Engineer in charges.

Cost of Febricated M/S Door ( 6'.6''X3'.3") & Window (2'X2') made up with 4mm size C.R Sheet & 1''X1'' M.S Angle incluing fitting fixing etc.as per direction Engineer in charge.

Provision construction of oulet with supplying all materials & Labour etc.

Costof construction febricated GI supporting piller including all fittings complite

100 mm Ø nominal bore G.I. Pipe having wall thickness 4.5 mm electrical resistance welded of medium class confirming to IS - 1239 (pt-1 of 2004) with socketed at one end and the other end protected with plastic thread protector. The socket confirming to IS-1239 (pt-II/1992) with latest amendmewnts in random length of 4 to 7 mtrs. Each pipe should bear ISI certification & manufacturers name /Trade mark.

100mm G.I. Bend conf. to IS no 1239(Part-II/1992)

100 mm Ø C.I. Foot Valve should be of swing type friction less with single disc confirming to IS – 4038/1979 of reputed brand

100mm dia G.I. Flange IS no.6392/1971

SCHEDULE-A(BATARPADA-III) Earth work in

SCHEDULE-A(HATASAHI-VIII) Earth work in excavation in hard soil in foundation including dressing & leveling of bed within 50 mtr. initial lead & 1.5 mtr. lift In complete.

Monoblock pump set total head of 18 mtrs capable to discharge 1700 LPM with 10HP/7.5KW squirrel cage induction motor fitted with bronze impeller TB-2 of IS 318/1981, companion flanges & Class "F"insulation suitable for operation 415 volt +6%-15% 3 phase, 50Hz AC poweer supply suction/deliveery =100mmx100mm with BEE Star rated energy efficiency Pump & as per IS-9079/2002 with overall efficiency 62 to 65% of reputed brand having wide dealership net work for easy availability of spares including PTL Testing.

Fitting of un plasticised 250mm dia HDPE Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non- head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from factory to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge.

Supplying of 160mm dia unplasticised rigid HDPE PIPE PE 80-PN 4 having specific gravity of 1.40 to 1.46 gms/cc of straight length of 6 (six) meter for portable water supplies conforming to IS - 4985 / 2000 of BIS -Amendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure CI - I HDPE pipe to withstand pressure of 2.5 kgf/sqcm & the specification and manufacturer name should be prominently marked on body of each pipe as per the latest Amendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test are to be condcuted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubaneswar necessary approval of authority including transportation to work site in complete shape.

100mm Non-return valve C I double flanged swing type PN - 1.0 as per IS:5312 part-I with by-pass arrangement

50 mm Ø Air release valve with saddle & Raiser pipe. The air release valve shall confirm to IS 14845 with ISI mark.

160 mm x160 mm x160 mm Ø HDPE Equal Tee

Supplying of 250mm dia unplasticised rigid HDPE PIPE PE 80-PN 4 having specific gravity of 1.40 to 1.46 gms/cc of straight length of 6 (six) meter for portable water supplies conforming to IS - 4985 / 2000 of BIS -Amendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure CI - I HDPE pipe to withstand pressure of 2.5 kgf/sqcm & the specification and manufacturer name should be prominently marked on body of each pipe as per the latest Amendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test are to be condcuted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubaneswar necessary approval of authority including transportation to work site in complete shape.

250 mm x250 mm x160 mm Ø HDPE Tee

Supply of solvent cement of approve quality for joiniting of HDPE Pipe with all cost and all tax etc. complete as per the direction of the Engineer-incharge.

100 x100x50 mm dia G.I. priming Tee

200 mm x200 mm x100 mm Ø G.I.Raiser Tee set with bend , closing and opening arrangement.

Control Pannel with Automatic Star delta Starter, sheet steel enclosure suitable for operation of Squirrel cage induction motor up to 10 HP with 16 Amp (AC -3) duty contractor at 415 Volt+6%-15%, 3 phase, 50 Hz AC supply with over load relay range 6.00 to 9.50 Amp & no volt coil with electronic timer suitable for operation at voltage range of 300 to 440 V. The Starter should provide dependable protection against over load and single phasing fitted with Volt meter,Ameter,MCB in complete shape including Indicator Lamp

63 Amp Main Switch Triple pole & neutral of voltage range 440 volt of re-wirable fuse and shall confirm to IS 4064 part I & with ISI mark.

Base frame for motor (size 0.50mx0.27m) made with 3" size M.S. channel having suitable holes for fittings of different size and make 3 fittings of different size and make 3 phase centrifugal monoblock pump set from 10 H.P. to 15 H.P. coloured with one coat of red oxide primer & two coats of smoke grey enamel paint.

Motor hood size (0.45mx0.45mx0.60m) made with 18 SWG (cold rolled M.S.Sheet with one coat of red oxide primer and two coats of smoke gray /navey blue enamel n both side (inside & outside) suitable to cover centrifugal monoblock Pump Set from 10 HP to 15 HP and having provision for attachement with the groves on rear side of the pannel board.

4KVA Capacitor as per IS specification

3 x 10 sqmm Tarpodar cable XLPE (Cross link polyethylin) conforming to IS: 7098 (Part-II) including laying below .9mtr. of the ground and filling the excavated materials including watering and ramming.

3 Ø - 4 wire 20 - 100 Amp. 3 x 230 Volt (P-N) current meter with ISI mark as approved and tested by DISTCO with matching fibre glass & T.P Box.

110 mm dia PVC FTA

200 x 100 mm dia mm dia PVC reducer

Cost of 150mm dia Butterfly valve

Post test of PVC Pipe

250 mm Ø HDPE End Cap

SCHEDULE-B(HATASAHI-IX) Construction of 3 phase 11KV line as per REC standard confirming to RE Rules 1956 with 300 kg 10 mtr long PSC pole support in 40M span, with required nos interposing PSC pole (300KG 9 MTR ) , 55 Sqmm AAA Conductor,11 KV "V" Cross arm,with required No.of 11 KV T& C Disc.Insulators & 11 KV Pin insulators,Couping & Padding of Poles. Danger Board at each Pole,Anti Climbing Devices,Stay Set at Bending point & double stay at end point with 18mm G.I.H.T. Stay, concerting of Pole & Stay with Anchor plate,guarding at Road Crossing, with construction cut points etc satisfacying to the estimate provision of TPCODL including cost of all materials,labour transportation, errection, inspection & commissioning etc. complete as per direction of Engineer-in -Charge as per the estimate of TPCODL

Construction and erection of 11/0.4KV ,25KVA D.P. Substation confirming RERules1956,mounted on 2.80mtr Long channel2nos,supported in 300 Kg 9mtr long PSC pole 2nos alongwith AB switch, HG fusemountingchannel, cantiliver channel, Tranaformer belting with 2.80mtr long angle 2nos,insulator, hard wire fitting, lightning arrestor-3nos , stay accessories danger board, provision for anti climbing devices to D.P. ,LT distribution box with kit kat fuse with MCCB 25 KVA *** rated tansformer ,35mm2 x3 1/2 core PVC cable and other materials required ,earthing with G.I. pipe , G.I. wire and G.I. flat and other materials like nut bolt, washer etc.,socket with concreting of poles and stay including fencing boundary wall with G.I.Flat ( Size 5mtrX 3mtr X 1.5mtr ) & M.S Grill Gate , Sand filling and metal spreading / concretaing around the S/S ,fixing of iron gate etc. including cost of all materials, labour, transportation ,errection, testing and commissioning & inspection etc. as per direction of Engineer-in -charge as per estimate of TPCODL

Electrical Installation including labour charges for fitting of Control Pannel ,danger board,capacitor ,wiring of motor and laying of T.D. cable in underground trench including Power supply commissioning etc. complete so as to energised the pumpset as per design and drawing of OLIC as per direction of Engineer-in-charge

40mm dia G.I.pipe earthing(2nos) for Pump and Pannel board near fixed foundation using 18gauge G.I. wire including all labour and required materials i.e. G.I.Socket charcoal ,salt,small size huts & bolts and any other petty items as required in the field including excavation of earth pits and fitting thereoff in complete as per the direction of Engineer-in charge

Construction of 90 degree cutpoint angle with 10 mtr PSC Pole with required materials like Disc insulator , Pin Insulator , Polymer , angles & cross arm etc as per specification & Estimate of TPCODL.

Construction of 180 degree cutpoint angle with 10 mtr PSC Pole with required materials like Disc insulator , Pin Insulator , Polymer , angles & cross arm etc as per specific

Cost for laying & welding of 200 mm dia MS pipe

Earth work in excavation of foundation in hard soil suh as Hard stiff clay,stiff black cotton,shales, morum, ordinary gravels etc within 50 mtr. initial lead & 1.5 mtr.lift Including rough dressing and leveling the bed and depositing the exaveted materials within initial lead at nearby the worksite for reuse including breaking clods and stacking rubble for spreading and leveling as the case may be etc complete. (Exavation by mechanical means 60% & manualy 40%)

Filling in foundation & plinth with sand including watering & ramming etc complete as per the direction of the Engineer-incharge.

Cement concrete (1:4:8) with 4cm size h.g.b. hand broken metal of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all worksite, supply of cement T&Pmaterial to required etc. complete as per the direction of the Engineer-incharge.

Cement concrete (1:2:4) with 12mm size black C.B. hand broken chips of approved quality from approved quarry for R.C.C work with ramming watering and curring etc. complete including convence charge of all material tocost, taxes, royalty worksite, supply of cement T&P required etc complete as per the direction of the Engineer-incharge.

Brick work with Flyash Brick 25cm x 12cm x 8cm size having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in foundation & plinth etc. complete as per the Engineer-incharge.

12mm cement plaster in cement mortar (1:6) finished smooth to brick work after racking out joints including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.

Rigid smooth centering & shuttering for R.C.C. Works walls & fins including false work & dismateling then after including cost of materials in ground floor complete an directed by the Engineer-incharge.

Brick work with Flyash . Brick 25cm x 12cm x 8cm size for Supper Structure having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in foundation & plinth etc. complete as per the Engineer-incharge.

Labour charge for M.S. Reinforcement for R.C.C. work including cutting, bending & typing the grills & placing in position including cost of binding wire 18 to 20 guage per Qntl. Including cost of HYSD Steel Bar (FE 415/ FE 500)

Cement punning over plastering including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.

Filling F&P with excavated materials, including watering and ramming.

Filling F&P with excavated materials, in layers not exceding 0.30m including breaking clods within 50m initial lead including levling the tranches as the case may be etc comlete. ( Quantity by means of Mechanical 60% & manually 40%)

Writing charge of required information and data on both side of the transperancy pillar including supplying of approved paints and required material for writing etc. complete as per the direction of the Engineer-incharge.

Fitting of un plasticised 200mm dia HDPE Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non- head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from factory to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge.

Fitting of un plasticised 160mm dia HDPE Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non- head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from factory to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge.

5/8" x 12" nut bolt & washer F.T. for foundation

Labour charges for installation of 10HP Motor including fitting & fixing of base frame, fitting & fixing suction and delivery pipe to motor, NR Valve, Foot Valve, Sluice Valve and other fitting materials including cutting, welding etc complete as per the direction of the Engineer-incharge.

Distempering two coats to walls with distemper of approved shade including cost & labour charges.

Painting two coats with approved paint including cost & Labour charges

Finishing walls with water proofing cement paint including cost & Labour charges.

Cost of primer with of approved quqlity & Labour charge for painting Door & Window

Cost of paint with approved quality Labour charge for painting Door & Window

pump chamber wiring with supplying all materials & labour chages as per direction Engineer in charges.

Cost of Febricated M/S Door ( 6'.6''X3'.3") & Window (2'X2') made up with 4mm size C.R Sheet & 1''X1'' M.S Angle incluing fitting fixing etc.as per direction Engineer in charge.

Provision construction of oulet with supplying all materials & Labour etc.

Costof construction febricated GI supporting piller including all fittings complite

100 mm Ø nominal bore G.I. Pipe having wall thickness 4.5 mm electrical resistance welded of medium class confirming to IS - 1239 (pt-1 of 2004) with socketed at one end and the other end protected with plastic thread protector. The socket confirming to IS-1239 (pt-II/1992) with latest amendmewnts in random length of 4 to 7 mtrs. Each pipe should bear ISI certification & manufacturers name /Trade mark.

100mm G.I. Bend conf. to IS no 1239(Part-II/1992)

100 mm Ø C.I. Foot Valve should be of swing type friction less with single disc confirming to IS – 4038/1979 of reputed brand

100mm dia G.I. Flange IS no.6392/1971

200mm M.S. pipe withy plain end in random length 4 to 7 mtr. Coinfirming to BIS 3589 with min. wall thickness of pipe should be 5.5 mm each pipe should be bear ISI specification and manufactures name / Trade mark. Steel grade of the pipe should be Fe330

Supplying of 200mm dia unplasticised rigid HDPE PIPE PE 80-PN 4 having specific gravity of 1.40 to 1.46 gms/cc of straight length of 6 (six) meter for portable water supplies conforming to IS - 4985 / 2000 of BIS -Amendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure CI - I HDPE pipe to withstand pressure of 2.5 kgf/sqcm & the specification and manufacturer name should be prominently marked on body of each pipe as per the latest Amendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test are to be condcuted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubaneswar necessary approval of authority including transportation to work site in complete shape.

Supplying of 160mm dia unplasticised rigid HDPE PIPE PE 80-PN 4 having specific gravity of 1.40 to 1.46 gms/cc of straight length of 6 (six) meter for portable water supplies conforming to IS - 4985 / 2000 of BIS -Amendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure CI - I HDPE pipe to withstand pressure of 2.5 kgf/sqcm & the specification and manufacturer name should be prominently marked on body of each pipe as per the latest Amendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test are to be condcuted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubaneswar necessary approval of authority including transportation to work site in complete shape.

100mm Non-return valve C I double flanged swing type PN - 1.0 as per IS:5312 part-I with by-pass arrangement

50 mm Ø Air release valve with saddle & Raiser pipe. The air release valve shall confirm to IS 14845 with ISI mark.

SCHEDULE-B(HATASAHI-X) Construction of 3 phase 11KV line as per REC standard confirming to RE Rules 1956 with 300 kg 10 mtr long PSC pole support in 40M span, wi

160 mm x160 mm x160 mm Ø HDPE Equal Tee

200 mm Ø HDPE End Cap

Supply of solvent cement of approve quality for joiniting of HDPE Pipe with all cost and all tax etc. complete as per the direction of the Engineer-incharge.

100 x100x50 mm dia G.I. priming Tee

200 mm x200 mm x100 mm Ø G.I.Raiser Tee set with bend , closing and opening arrangement.

Control Pannel with Automatic Star delta Starter, sheet steel enclosure suitable for operation of Squirrel cage induction motor up to 10 HP with 16 Amp (AC -3) duty contractor at 415 Volt+6%-15%, 3 phase, 50 Hz AC supply with over load relay range 6.00 to 9.50 Amp & no volt coil with electronic timer suitable for operation at voltage range of 300 to 440 V. The Starter should provide dependable protection against over load and single phasing fitted with Volt meter,Ameter,MCB in complete shape including Indicator Lamp

63 Amp Main Switch Triple pole & neutral of voltage range 440 volt of re-wirable fuse and shall confirm to IS 4064 part I & with ISI mark.

Base frame for motor (size 0.50mx0.27m) made with 3" size M.S. channel having suitable holes for fittings of different size and make 3 fittings of different size and make 3 phase centrifugal monoblock pump set from 10 H.P. to 15 H.P. coloured with one coat of red oxide primer & two coats of smoke grey enamel paint.

Motor hood size (0.45mx0.45mx0.60m) made with 18 SWG (cold rolled M.S.Sheet with one coat of red oxide primer and two coats of smoke gray /navey blue enamel n both side (inside & outside) suitable to cover centrifugal monoblock Pump Set from 10 HP to 15 HP and having provision for attachement with the groves on rear side of the pannel board.

4KVA Capacitor as per IS specification

3 x 10 sqmm Tarpodar cable XLPE (Cross link polyethylin) conforming to IS: 7098 (Part-II) including laying below .9mtr. of the ground and filling the excavated materials including watering and ramming.

3 Ø - 4 wire 20 - 100 Amp. 3 x 230 Volt (P-N) current meter with ISI mark as approved and tested by DISTCO with matching fibre glass & T.P Box.

110 mm dia PVC FTA

200 x 100 mm dia mm dia PVC reducer

Cost of 150mm dia Butterfly valve

Cost of DE spanner-1 set & Hand gloves-1 pair

th required nos interposing PSC pole (300KG 9 MTR ) , 55 Sqmm AAA Conductor,11 KV "V" Cross arm,with required No.of 11 KV T& C Disc.Insulators & 11 KV Pin insulators,Couping & Padding of Poles. Danger Board at each Pole,Anti Climbing Devices,Stay Set at Bending point & double stay at end point with 18mm G.I.H.T. Stay, concerting of Pole & Stay with Anchor plate,guarding at Road Crossing, with construction cut points etc satisfacying to the estimate provision of TPCODL including cost of all materials,labour transportation, errection, inspection & commissioning etc. complete as per direction of Engineer-in -Charge as per the estimate of TPCODL

Construction and erection of 11/0.4KV ,25KVA D.P. Substation confirming RERules1956,mounted on 2.80mtr Long channel2nos,supported in 300 Kg 9mtr long PSC pole 2nos alongwith AB switch, HG fusemountingchannel, cantiliver channel, Tranaformer belting with 2.80mtr long angle 2nos,insulator, hard wire fitting, lightning arrestor-3nos , stay accessories danger board, provision for anti climbing devices to D.P. ,LT distribution box with kit kat fuse with MCCB 25 KVA *** rated tansformer ,35mm2 x3 1/2 core PVC cable and other materials required ,earthing with G.I. pipe , G.I. wire and G.I. flat and other materials like nut bolt, washer etc.,socket with concreting of poles and stay including fencing boundary wall with G.I.Flat ( Size 5mtrX 3mtr X 1.5mtr ) & M.S Grill Gate , Sand filling and metal spreading / concretaing around the S/S ,fixing of iron gate etc. including cost of all materials, labour, transportation ,errection, testing and commissioning & inspection etc. as per direction of Engineer-in -charge as per estimate of TPCODL

Electrical Installation including labour charges for fitting of Control Pannel ,danger board,capacitor ,wiring of motor and laying of T.D. cable in underground trench including Power supply commissioning etc. complete so as to energised the pumpset as per design and drawing of OLIC as per direction of Engineer-in-charge

40mm dia G.I.pipe earthing(2nos) for Pump and Pannel board near fixed foundation using 18gauge G.I. wire including all labour and required materials i.e. G.I.Socket charcoal ,salt,small size huts & bolts and any other petty items as required in the field including excavation of earth pits and fitting thereoff in complete as per the direction of Engineer-in charge

Construction of 90 degree cutpoint angle with 10 mtr PSC Pole with required materials like Disc insulator , Pin Insulator , Polymer , angles & cross arm etc as per specification & Estimate of TPCODL.

Construction of 180 degree cutpoint angle with 10 mtr PSC Pole with required materials like Disc insulator , Pin Insulator , Polymer , angles & cross arm etc as per specific

SCHEDULE-A(HATASAHI-XI) Earth work in excavation in hard soil in foundation including dressing & leveling of bed within 50 mtr. initial lead & 1.5 mtr. lift In complete.

Earth work in excavation of foundation in hard soil suh as Hard stiff clay,stiff black cotton,shales, morum, ordinary gravels etc within 50 mtr. initial lead & 1.5 mtr.lift Including rough dressing and leveling the bed and depositing the exaveted materials within initial lead at nearby the worksite for reuse including breaking clods and stacking rubble for spreading and leveling as the case may be etc complete. (Exavation by mechanical means 60% & manualy 40%)

Filling in foundation & plinth with sand including watering & ramming etc complete as per the direction of the Engineer-incharge.

Cement concrete (1:4:8) with 4cm size h.g.b. hand broken metal of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all worksite, supply of cement T&Pmaterial to required etc. complete as per the direction of the Engineer-incharge.

Cement concrete (1:2:4) with 12mm size black C.B. hand broken chips of approved quality from approved quarry for R.C.C work with ramming watering and curring etc. complete including convence charge of all material tocost, taxes, royalty worksite, supply of cement T&P required etc complete as per the direction of the Engineer-incharge.

Brick work with Flyash Brick 25cm x 12cm x 8cm size having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in foundation & plinth etc. complete as per the Engineer-incharge.

12mm cement plaster in cement mortar (1:6) finished smooth to brick work after racking out joints including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.

Rigid smooth centering & shuttering for R.C.C. Works walls & fins including false work & dismateling then after including cost of materials in ground floor complete an directed by the Engineer-incharge.

Brick work with Flyash . Brick 25cm x 12cm x 8cm size for Supper Structure having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in foundation & plinth etc. complete as per the Engineer-incharge.

Labour charge for M.S. Reinforcement for R.C.C. work including cutting, bending & typing the grills & placing in position including cost of binding wire 18 to 20 guage per Qntl. Including cost of HYSD Steel Bar (FE 415/ FE 500)

Cement punning over plastering including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.

Filling F&P with excavated materials, including watering and ramming.

Filling F&P with excavated materials, in layers not exceding 0.30m including breaking clods within 50m initial lead including levling the tranches as the case may be etc comlete. ( Quantity by means of Mechanical 60% & manually 40%)

Writing charge of required information and data on both side of the transperancy pillar including supplying of approved paints and required material for writing etc. complete as per the direction of the Engineer-incharge.

Fitting of un plasticised 200mm dia HDPE Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non- head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from factory to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge.

Fitting of un plasticised 160mm dia HDPE Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non- head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from factory to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge.

5/8" x 12" nut bolt & washer F.T. for foundation

Labour charges for installation of 10HP Motor including fitting & fixing of base frame, fitting & fixing suction and delivery pipe to motor, NR Valve, Foot Valve, Sluice Valve and other fitting materials including cutting, welding etc complete as per the direction of the Engineer-incharge.

Distempering two coats to walls with distemper of approved shade including cost & labour charges.

Painting two coats with approved paint including cost & Labour charges

Finishing walls with water proofing cement paint including cost & Labour charges.

Cost of primer with of approved quqlity & Labour charge for painting Door & Window

Cost of paint with approved quality Labour charge for painting Door & Window

pump chamber wiring with supplying all materials & labour chages as per direction Engineer in charges.

Cost of Febricated M/S Door ( 6'.6''X3'.3") & Window (2'X2') made up with 4mm size C.R Sheet & 1''X1'' M.S Angle incluing fitting fixing etc.as per direction Engineer in charge.

Provision construction of oulet with supplying all materials & Labour etc.

Costof construction febricated GI supporting piller including all fittings complite

100 mm Ø nominal bore G.I. Pipe having wall thickness 4.5 mm electrical resistance welded of medium class confirming to IS - 1239 (pt-1 of 2004) with socketed at one end and the other end protected with plastic thread protector. The socket confirming to IS-1239 (pt-II/1992) with latest amendmewnts in random length of 4 to 7 mtrs. Each pipe should bear ISI certification & manufacturers name /Trade mark.

100mm G.I. Bend conf. to IS no 1239(Part-II/1992)

100 mm Ø C.I. Foot Valve should be of swing type friction less with single disc confirming to IS – 4038/1979 of reputed brand

100mm dia G.I. Flange IS no.6392/1971

200 mm x200 mm x160 mm Ø HDPE Tee

200mm M.S. pipe withy plain end in random length 4 to 7 mtr. Coinfirming to BIS 3589 with min. wall thickness of pipe should be 5.5 mm each pipe should be bear ISI specification and manufactures name / Trade mark. Steel grade of the pipe should be Fe330

SCHEDULE-A(HATASAHI-VIII) Earth work in excavation in hard soil in foundation including dressing & leveling of bed within 50 mtr. initial lead & 1.5 mtr. lift In complete.

Supplying of 200mm dia unplasticised rigid HDPE PIPE PE 80-PN 4 having specific gravity of 1.40 to 1.46 gms/cc of straight length of 6 (six) meter for portable water supplies conforming to IS - 4985 / 2000 of BIS -Amendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure CI - I HDPE pipe to withstand pressure of 2.5 kgf/sqcm & the specification and manufacturer name should be prominently marked on body of each pipe as per the latest Amendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test are to be condcuted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubaneswar necessary approval of authority including transportation to work site in complete shape.

Supplying of 160mm dia unplasticised rigid HDPE PIPE PE 80-PN 4 having specific gravity of 1.40 to 1.46 gms/cc of straight length of 6 (six) meter for portable water supplies conforming to IS - 4985 / 2000 of BIS -Amendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure CI - I HDPE pipe to withstand pressure of 2.5 kgf/sqcm & the specification and manufacturer name should be prominently marked on body of each pipe as per the latest Amendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test are to be condcuted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubaneswar necessary approval of authority including transportation to work site in complete shape.

100mm Non-return valve C I double flanged swing type PN - 1.0 as per IS:5312 part-I with by-pass arrangement

50 mm Ø Air release valve with saddle & Raiser pipe. The air release valve shall confirm to IS 14845 with ISI mark.

SCHEDULE-B(HATASAHI-X) Construction of 3 phase 11KV line as per REC standard confirming to RE Rules 1956 with 300 kg 10 mtr long PSC pole support in 40M span, wi

160 mm x160 mm x160 mm Ø HDPE Equal Tee

200 mm Ø HDPE End Cap

Supply of solvent cement of approve quality for joiniting of HDPE Pipe with all cost and all tax etc. complete as per the direction of the Engineer-incharge.

100 x100x50 mm dia G.I. priming Tee

200 mm x200 mm x100 mm Ø G.I.Raiser Tee set with bend , closing and opening arrangement.

Control Pannel with Automatic Star delta Starter, sheet steel enclosure suitable for operation of Squirrel cage induction motor up to 10 HP with 16 Amp (AC -3) duty contractor at 415 Volt+6%-15%, 3 phase, 50 Hz AC supply with over load relay range 6.00 to 9.50 Amp & no volt coil with electronic timer suitable for operation at voltage range of 300 to 440 V. The Starter should provide dependable protection against over load and single phasing fitted with Volt meter,Ameter,MCB in complete shape including Indicator Lamp

63 Amp Main Switch Triple pole & neutral of voltage range 440 volt of re-wirable fuse and shall confirm to IS 4064 part I & with ISI mark.

Base frame for motor (size 0.50mx0.27m) made with 3" size M.S. channel having suitable holes for fittings of different size and make 3 fittings of different size and make 3 phase centrifugal monoblock pump set from 10 H.P. to 15 H.P. coloured with one coat of red oxide primer & two coats of smoke grey enamel paint.

Motor hood size (0.45mx0.45mx0.60m) made with 18 SWG (cold rolled M.S.Sheet with one coat of red oxide primer and two coats of smoke gray /navey blue enamel n both side (inside & outside) suitable to cover centrifugal monoblock Pump Set from 10 HP to 15 HP and having provision for attachement with the groves on rear side of the pannel board.

4KVA Capacitor as per IS specification

3 x 10 sqmm Tarpodar cable XLPE (Cross link polyethylin) conforming to IS: 7098 (Part-II) including laying below .9mtr. of the ground and filling the excavated materials including watering and ramming.

3 Ø - 4 wire 20 - 100 Amp. 3 x 230 Volt (P-N) current meter with ISI mark as approved and tested by DISTCO with matching fibre glass & T.P Box.

110 mm dia PVC FTA

200 x 100 mm dia mm dia PVC reducer

Cost of 150mm dia Butterfly valve

Cost of DE spanner-1 set & Hand gloves-1 pair

th required nos interposing PSC pole (300KG 9 MTR ) , 55 Sqmm AAA Conductor,11 KV "V" Cross arm,with required No.of 11 KV T& C Disc.Insulators & 11 KV Pin insulators,Couping & Padding of Poles. Danger Board at each Pole,Anti Climbing Devices,Stay Set at Bending point & double stay at end point with 18mm G.I.H.T. Stay, concerting of Pole & Stay with Anchor plate,guarding at Road Crossing, with construction cut points etc satisfacying to the estimate provision of TPCODL including cost of all materials,labour transportation, errection, inspection & commissioning etc. complete as per direction of Engineer-in -Charge as per the estimate of TPCODL

Post test of HDPE Pipe

Electrical Installation including labour charges for fitting of Control Pannel ,danger board,capacitor ,wiring of motor and laying of T.D. cable in underground trench including Power supply commissioning etc. complete so as to energised the pumpset as per design and drawing of OLIC as per direction of Engineer-in-charge

40mm dia G.I.pipe earthing(2nos) for Pump and Pannel board near fixed foundation using 18gauge G.I. wire including all labour and required materials i.e. G.I.Socket charcoal ,salt,small size huts & bolts and any other petty items as required in the field including excavation of earth pits and fitting thereoff in complete as per the direction of Engineer-in charge