INSTALLATION AND ENERGISATION OF BAKARTOLA (M-I), BADBALIJORE (Kadamtola) R/L UNDER KOIDA BLOCK IN SUNDARGARH DISTRICT

Earthwork in excavation of foundation in hard soil including dressing & levelling of bed within initial lead of 50mt. & lift of 1.5mtr etc complete as per the direction of the Engineer-incharge.

Earthwork in excavation of foundation in hard soil such as Hard stiff clay, stiff black cotton, hard red earth, shales, moorum ordinary gravels etc within 50m.Initial lead and 1.5m. Initial lift including rough dressing and levelling the bed and depositing the excavated 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 as per direction of the Engineer-in-charge. (Excavation by mechanical means 60% & manually 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. crusher broken metal of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all material to worksite, supply of cement T&P required etc. complete as per the direction of the Engineer-incharge.

Brick work with Fly Ash 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. a) In foundation and plinth

b) In Super Structure

Cement concrete (1:2:4) with 12mm size black h.g.b. crusher broken chips of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all material to worksite, supply of cement T&P required etc complete as per the direction of the Engineer-incharge.

Rigid smooth centering & shuttering for R.C.C. works including false work & dismateling then after including cost of materials in ground floor complete an directed by the Engineer-incharge. a) Plinth Bend

b) Lintel

c) Chajah

d) Roof Slab

R.C.C. work in C.C. (1:2:4) including hoisting & laying & curring for 28days using 12mm. Size clean black hard granite crusher broken chips of approve quality and from approve quarry including cost taxes conveyance charges of all materials to the worksite with supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.

2.5mm thick A.S. flooring with C.C. (1:2:4) using 12mm size black hard granite crusher broken chips of approve quality for approve quorry including water 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.

20mm cement plaster in cement mortar (1:4) finished smooth to stone 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.

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.

Supplying, fitting and placing uncoated HYSD Bar rain for cement complete as per drawing and tachnical specification as per the direction of Engineer incharge.

Writing charges of required data on the wall of pump chamber/Transporency Pillar including supplying of approved paints and required material for writing etc. complete as per the direction of the Engineer-incharge.

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.

White washing 3 coat with approve good stone lime including cost conveyance charges of materials including supply of labour, gum, indigo etc. required for the work complete as directed by the Engineer-incharge.

Supply fitting and fixing of Iron Door with Choukat

Supply fitting and fixing of Iron Window with Choukat

Painting 2 coats with approved shade of paint after a coat of primer including all cost

Distempering two coats to walls with distemper of approved shade on new work to give an even shade after 1 coat of white washing

20mm thick cement plaster (1:4) for grading plaster

Supply, fitting and fixing of skylight

Cost of 200 mm Ø HDPE Pipe PN 4 (PE-80)

Cost of 160 mm Ø HDPE Pipe PN 4 (PE-80)

Transportation of 200 mm dia HDPE pipe from nearest approved manufacturing units as listed in EPM rate contract to village site of the project

Transportation of 160 mm dia HDPE pipe from nearest approved manufacturing units as listed in EPM rate contract to village site of the project

Supplying all materials, labour, T&P for jointing of 200 mm outer dia High Density Polythylene Pipes of specified material grade & pressure rating by butt fusion welding method as per speciication & laying in tranches including testing including all cost etc complete as per direction of the Engineer-in-charge

Supplying all materials, labour, T&P for jointing of 160 mm outer dia High Density Polythylene Pipes of specified material grade & pressure rating by butt fusion welding method as per speciication & laying in tranches including testing including all cost etc complete as per direction of the Engineer-in-charge

Filling the foundation and plinth with excavated material as directed by the Engineer-incharge. a) Hard soil

Filling in F&P with excavated materials in layers not exceeding 0.30m including breaking clods within 50m. initial lead including leveling the tranches as the case may be etc complete as per direction of the Engineer-in-charge.(Quantity by means of Mechanical 60% & mannually 40% i.e. of respective item No. 1 above)

12.5 HP/9.375 KW Energy efficiency Monoblock pump set of total head 20 mtrs having discharge 1700 LPM with squirrel cage induction motor fitted with bronze impeller

Cost of Control Panel with Automatic Star Delta Starter, relay range 8.9 to 13.5 with MCB for pump up to 15 HP

Cost of 6 KVAR Capacitor

Cost of 63 Amp-400 V.T.P main switch confirming to IS No.4064

Cost of motor hood made out of 18 gauge CR sheet

Cost of Base plate made of MS Angle with holos

Cost of 3 x 16 mm2 T.D. Cable

Cost of 100 mm Ø G.I. Pipe

Cost of 100 mm Ø G.I. Bend

Cost of 100 mm Ø C.I. Foot Valve

Cost of 100 mm Ø G.I. Flange

Cost of 200 mm Ø HDPE Bend

Cost of 100 mm Ø Sluice Valve

Cost of 100 mm Ø C.I. Reflux Valve (NR)

Cost of 50 mm Ø Kirloskar make C.I. double Air release valve with saddle & Raiser pipe

Cost of 200 x 200 x 160 mm Spigot moulded reducing HDPE Tee 10 kg

Cost of 200 mm HDPE End Cap

Cost of 200 mm HDPE Tail piece 160 mm long

Cost of 160 mm HDPE Tail piece 160 mm long

Cost of 100x100x25mm G.I. Tee with ball valve for priming

Cost of 200mm x 110mm Ø MS Reducer

Cost of River Bank Cutting and Shaping for Construction of P.F.

Cost of 160mm Ø Butterfly Valve with all fittings (160mm Ø MS Pipe 1mtr. length, 160mm Ø Socket-2 Nos. and Flange-2 Nos.

Cost, supplying of 160 mm x 160 mm x 110 mm Ø weld less G.I. Tee (3.6mm thickness) with bend, closing and opening arrangement of reputed brand including all cost, conveyance, cess etc. complete

Cost of 160 mm HDPE End Cap

BAKARTOLA(M)-I

Cost of Misc. Welding charges for "Z" joint, "S" bend, "Y" Joint etc.

Cost of Nut Bolt

Cost of Outlet

Labour charges for delivery and fitting including fitting of priming Tee, sluice Valve, NR Valve, air release valve and riser Tee etc and installation

Cost for Electrical installation and energisation in complete shape

Supply of small T&P kit comprising of hand gloves-1 pair,tester-1 no, 8 inch cutting plier -1 no, 12 inch sly wrench-1 no, 12 inch Screw driver-1 no. , 24/27 & 21/23 De spanner-2 nos., 24/27 & 21/23 Ring spanner- 2 Nos. (Taparia)

Cost of digitiliation of pre / post photo, display board in ACP sheets with informatary information as per guide line including fixing all.

Construction of 3 phase 3 wire 11 KV HT line as per REC standard confirming to RE Rules 1956 excluding 400 Kg. 10 Mtr. Long PSC pole support in 50 Mtr. Span.55sqmm AAA Conductor(149 kg/km) with double disc arrangement,11KV "V" cross arm with required nos. of 11 KV B & S disc. Insulators(120 KN) and 11KV pin insulators(70 KN), Padding & concreting of poles(1.5'X2'X3'),danger board at each pole, anticlimbing devices.Stay set at each bending point and double stay at end point with 18mm G.I. H.T. stay, concreting of stay with anchor plate etc. including cost of materials, labour, transportation, inspection & commissioning etc. complete including painting in Navy Blue colour band with inscription of OLIC in each Pole as per direction of Engineer-in-Charge.

Construction & erection of 11/0.416 KV, 25 KVA (BIS level-II star 2) D.P mounted Sub-Station including transformer confirming to RE Rules,1956 mounted on 2.8 Mtr. Long structure, excluding 400 Kg. 10 Mtr. Long PSC pole,transformer mounting channel & top channel made 0f 2.8 Mtr. Long 100x50x6 mm M.S. channel, transformer belting on 2.8 Mtr. long 50 x 50 x 5 mm M.S. Angle(all REC.SPN. Std.F-3) with all accessories like 3 pole 11 KV HG Fuse (F-5) & A.B.Switches(400 Amp with ball bearing) (F-9) both mounted on 2.8M long 75x40x6 mm M.S. Channel and supported by 1.0 mtr. long 50x50x5 mm M.S. Angle with 3 nos. 11 KV lightening Arrestors and Distribution box for 63 KVA S/S, including cost of 35 sqmm 3.5 Core PVC cable carping & padding of Poles, Danger board at each Pole, Anti Climbing Devices & all other necessary fittings. 05 nos FI Pipe Earthing 40 Dia Medium gage 3 mtrs in no 04 G.I wire and 01 no G.I Flat Earthing for Neutral along with L.T.Distribution box including 100 Amps Kit Kat fuse with MCCB (As per DISTCOM specification). Long,fixing of stay set with 0.5 Cum cement concret foundation 1:3:6 of required size , 3 1/2 x 35 sqmm. PVC Cable , , Bolts, Brackets, Cable sockets etc. including cost of all materials, labour, transportation complete with liasioning for testing, inspection and commissioning including painting in Navy Blue colour band with inscription of OLIC in each Pole as per direction of Engineer-in-Charge.

Electrical Pipe Earthing for Motor and Panel box of 40 mm dia Medium gage 3 mtrs using required quantity of common salt, charcoal , GI nut bolt including digging the earth pit of size 1.2mtr. X 1.2mtr.x3mtr. And digging the wire trench and refilling after completion of earthing including supply of all materials trnsportation etc. complete as per the direction of the site engineer-in-charge.

LT Line with 3x35+1x25mm² AB Cable(95kg/km.) without pole (30 mtr span) with required materials, piercing connector etc. including cost of materials, labour, transportation etc. complete including painting in Navy Blue colour band with inscription of OLIC in each Pole and cooping to be done at end pole and stay of end pole including Service connection distribution box as per direction of Engineer-in-Charge.

9 mtr long 300 kg PSC pole for LT line

10 mtr 400 kg PSC pole for HT line (in elephant corridor area).

Cost of 300 mm R.C.C. hum pipe( NP 3 )as per specifications including laying & fitting

dry wall of Sub-Station (size 15' x 10') with Sand filling and metal spreading, Fixing of Iron gril gate of double doors of 01 mt each to be fixed in proper size of briks. The gate is to be painted with silver coloured enamel paints and lock & key arrangements to be provided etc. as per the direction of the site engineer-in-charge.

TOTAL(A)

Earthwork in excavation of foundation in hard soil including dressing & levelling of bed within initial lead of 50mt. & lift of 1.5mtr etc complete as per the direction of the Engineer-incharge.

Earthwork in excavation of foundation in hard soil such as Hard stiff clay, stiff black cotton, hard red earth, shales, moorum ordinary gravels etc within 50m.Initial lead and 1.5m. Initial lift including rough dressing and levelling the bed and depositing the excavated 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 as per direction of the Engineer-in-charge. (Excavation by mechanical means 60% & manually 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. crusher broken metal of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all material to worksite, supply of cement T&P required etc. complete as per the direction of the Engineer-incharge.

Brick work with Fly Ash 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. a) In foundation and plinth

b) In Super Structure

Cement concrete (1:2:4) with 12mm size black h.g.b. crusher broken chips of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all material to worksite, supply of cement T&P required etc complete as per the direction of the Engineer-incharge.

Rigid smooth centering & shuttering for R.C.C. works including false work & dismateling then after including cost of materials in ground floor complete an directed by the Engineer-incharge. a) Plinth Bend

b) Lintel

c) Chajah

d) Roof Slab

R.C.C. work in C.C. (1:2:4) including hoisting & laying & curring for 28days using 12mm. Size clean black hard granite crusher broken chips of approve quality and from approve quarry including cost taxes conveyance charges of all materials to the worksite with supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.

2.5mm thick A.S. flooring with C.C. (1:2:4) using 12mm size black hard granite crusher broken chips of approve quality for approve quorry including water 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.

20mm cement plaster in cement mortar (1:4) finished smooth to stone 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.

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.

Supplying, fitting and placing uncoated HYSD Bar rain for cement complete as per drawing and tachnical specification as per the direction of Engineer incharge.

Writing charges of required data on the wall of pump chamber/Transporency Pillar including supplying of approved paints and required material for writing etc. complete as per the direction of the Engineer-incharge.

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.

White washing 3 coat with approve good stone lime including cost conveyance charges of materials including supply of labour, gum, indigo etc. required for the work complete as directed by the Engineer-incharge.

Supply fitting and fixing of Iron Door with Choukat

Supply fitting and fixing of Iron Window with Choukat

Painting 2 coats with approved shade of paint after a coat of primer including all cost

Distempering two coats to walls with distemper of approved shade on new work to give an even shade after 1 coat of white washing

20mm thick cement plaster (1:4) for grading plaster

Supply, fitting and fixing of skylight

Cost of 200 mm Ø HDPE Pipe PN 4 (PE-80)

Cost of 160 mm Ø HDPE Pipe PN 4 (PE-80)

Transportation of 200 mm dia HDPE pipe from nearest approved manufacturing units as listed in EPM rate contract to village site of the project

Transportation of 160 mm dia HDPE pipe from nearest approved manufacturing units as listed in EPM rate contract to village site of the project

Supplying all materials, labour, T&P for jointing of 200 mm outer dia High Density Polythylene Pipes of specified material grade & pressure rating by butt fusion welding method as per speciication & laying in tranches including testing including all cost etc complete as per direction of the Engineer-in-charge

Supplying all materials, labour, T&P for jointing of 160 mm outer dia High Density Polythylene Pipes of specified material grade & pressure rating by butt fusion welding method as per speciication & laying in tranches including testing including all cost etc complete as per direction of the Engineer-in-charge

Filling the foundation and plinth with excavated material as directed by the Engineer-incharge. a) Hard soil

Filling in F&P with excavated materials in layers not exceeding 0.30m including breaking clods within 50m. initial lead including leveling the tranches as the case may be etc complete as per direction of the Engineer-in-charge.(Quantity by means of Mechanical 60% & mannually 40% i.e. of respective item No. 1 above)

12.5 HP/9.375 KW Energy efficiency Monoblock pump set of total head 20 mtrs having discharge 1700 LPM with squirrel cage induction motor fitted with bronze impeller

Cost of Control Panel with Automatic Star Delta Starter, relay range 8.9 to 13.5 with MCB for pump up to 15 HP

Cost of 6 KVAR Capacitor

Cost of 63 Amp-400 V.T.P main switch confirming to IS No.4064

Cost of motor hood made out of 18 gauge CR sheet

Cost of Base plate made of MS Angle with holos

Cost of 3 x 16 mm2 T.D. Cable

Cost of 4.0mm2 PVC Single Core Copper Wire

Cost of 100 mm Ø G.I. Pipe

Cost of 100 mm Ø G.I. Bend

Cost of 100 mm Ø C.I. Foot Valve

Cost of 100 mm Ø G.I. Flange

Cost of 200 mm Ø HDPE Bend

Cost of 100 mm Ø Sluice Valve

Cost of 100 mm Ø C.I. Reflux Valve (NR)

Cost of 50 mm Ø Kirloskar make C.I. double Air release valve with saddle & Raiser pipe

Cost of 200 x 200 x 160 mm Spigot moulded reducing HDPE Tee 10 kg

Cost of 200 mm HDPE End Cap

Cost of 200 mm HDPE Tail piece 160 mm long

Cost of 160 mm HDPE Tail piece 160 mm long

Cost of 100x100x25mm G.I. Tee with ball valve for priming

Cost of 200mm x 110mm Ø MS Reducer

Cost of River Bank Cutting and Shaping for Construction of P.F.

Cost of 160mm Ø Butterfly Valve with all fittings (160mm Ø MS Pipe 1mtr. length, 160mm Ø Socket-2 Nos. and Flange-2 Nos.

Cost, supplying of 160 mm x 160 mm x 110 mm Ø weld less G.I. Tee (3.6mm thickness) with bend, closing and opening arrangement of reputed brand including all cost, conveyance, cess etc. complete

Cost of 160 mm HDPE End Cap

Cost of Misc. Welding charges for "Z" joint, "S" bend, "Y" Joint etc.

Cost of Nut Bolt

Cost of Rubber Insertion

Cost of Outlet

Labour charges for delivery and fitting including fitting of priming Tee, sluice Valve, NR Valve, air release valve and riser Tee etc and installation

Cost for Electrical installation and energisation in complete shape

Supply of small T&P kit comprising of hand gloves-1 pair,tester-1 no, 8 inch cutting plier -1 no, 12 inch sly wrench-1 no, 12 inch Screw driver-1 no. , 24/27 & 21/23 De spanner-2 nos., 24/27 & 21/23 Ring spanner- 2 Nos. (Taparia)

Cost of digitiliation of pre / post photo, display board in ACP sheets with informatary information as per guide line including fixing all.

Construction of 3 phase 3 wire 11 KV HT line as per REC standard confirming to RE Rules 1956 excluding 400 Kg. 10 Mtr. Long PSC pole support in 50 Mtr. Span.55sqmm AAA Conductor(149 kg/km) with double disc arrangement,11KV "V" cross arm with required nos. of 11 KV B & S disc. Insulators(120 KN) and 11KV pin insulators(70 KN), Padding & concreting of poles(1.5'X2'X3'),danger board at each pole, anticlimbing devices.Stay set at each bending point and double stay at end point with 18mm G.I. H.T. stay, concreting of stay with anchor plate etc. including cost of materials, labour, transportation, inspection & commissioning etc. complete including painting in Navy Blue colour band with inscription of OLIC in each Pole as per direction of Engineer-in-Charge.

Construction & erection of 11/0.416 KV, 25 KVA (BIS level-II star 2) D.P mounted Sub-Station including transformer confirming to RE Rules,1956 mounted on 2.8 Mtr. Long structure, excluding 400 Kg. 10 Mtr. Long PSC pole,transformer mounting channel & top channel made 0f 2.8 Mtr. Long 100x50x6 mm M.S. channel, transformer belting on 2.8 Mtr. long 50 x 50 x 5 mm M.S. Angle(all REC.SPN. Std.F-3) with all accessories like 3 pole 11 KV HG Fuse (F-5) & A.B.Switches(400 Amp with ball bearing) (F-9) both mounted on 2.8M long 75x40x6 mm M.S. Channel and supported by 1.0 mtr. long 50x50x5 mm M.S. Angle with 3 nos. 11 KV lightening Arrestors and Distribution box for 63 KVA S/S, including cost of 35 sqmm 3.5 Core PVC cable carping & padding of Poles, Danger board at each Pole, Anti Climbing Devices & all other necessary fittings. 05 nos FI Pipe Earthing 40 Dia Medium gage 3 mtrs in no 04 G.I wire and 01 no G.I Flat Earthing for Neutral along with L.T.Distribution box including 100 Amps Kit Kat fuse with MCCB (As per DISTCOM specification). Long,fixing of stay set with 0.5 Cum cement concret foundation 1:3:6 of required size , 3 1/2 x 35 sqmm. PVC Cable , , Bolts, Brackets, Cable sockets etc. including cost of all materials, labour, transportation complete with liasioning for testing, inspection and commissioning including painting in Navy Blue colour band with inscription of OLIC in each Pole as per direction of Engineer-in-Charge.

Electrical Pipe Earthing for Motor and Panel box of 40 mm dia Medium gage 3 mtrs using required quantity of common salt, charcoal , GI nut bolt including digging the earth pit of size 1.2mtr. X 1.2mtr.x3mtr. And digging the wire trench and refilling after completion of earthing including supply of all materials trnsportation etc. complete as per the direction of the site engineer-in-charge.

LT Line with 3x35+1x25mm² AB Cable(95kg/km.) without pole (30 mtr span) with required materials, piercing connector etc. including cost of materials, labour, transportation etc. complete including painting in Navy Blue colour band with inscription of OLIC in each Pole and cooping to be done at end pole and stay of end pole including Service connection distribution box as per direction of Engineer-in-Charge.

9 mtr long 300 kg PSC pole for LT line

10 mtr 400 kg PSC pole for HT line (in elephant corridor area).

dry wall of Sub-Station (size 15' x 10') with Sand filling and metal spreading, Fixing of Iron gril gate of double doors of 01 mt each to be fixed in proper size of briks. The gate is to be painted with silver coloured enamel paints and lock & key arrangements to be provided etc. as per the direction of the site engineer-in-charge.

Material for Intermidiate Pole excluding pole