INSTALLATION AND ENERGISATION OF BADAJOJODA(B), TAINDA(A), BADAJOJODA(C ), BADAJOJODA(D), TAINDA(B), CHUANBAHAL T/W UNDER NUAGAON BLOCK IN SUNDARGARH DISTRICT

BADJAJODA(B)

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

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

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.

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.

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

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

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 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)

Cost of 10HP SS Pump Set at 55 mtr Head

Cost of Control Panel for 15 HP S/S pumpset

Cost of 6 KVAR Capacitor

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

Cost of M.S TW clamp

Cost of 3 x 16 mm2 T.D. Cable

Cost of 3core Flat Submersible Cable

Cost of 80 mm. Column Pipe

Cost of 80 mm Ø G.I. Bend

Cost of 80 mm Ø G.I. Flange

Cost of 80 mm Socket

Cost of 12 mm dia wire rope

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 160x160x160 mm spigot moulded reducing HDPE Tee 10kg

Cost of 160 mm x 80 mm dia HDPE RS

Cost of 160 mm HDPE Tail piece 160 mm long

Cost of TW area Cutting and Shaping for installation of TW

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 100mm G.I Pipe

Cost of 160 mm HDPE End Cap

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

Cost of Rubber Insertion and Nut Bolt etc.

Cost of Outlet

Labour charges for lowering of S/S motor & delivery pipe fitting including fitti

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).

ng of priming Tee, sluice Valve, NR Valve, Air release valve and riser Tee etc and installation

Material for Intermidiate Pole excluding pole

Boundry 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.

Spike provisin on 10 mtr & 9 mtr long PSC pole for elephant corridor area as per the direction of the site engineer-in-charge.

Materials for 11KV Cut point without pole as per specification of DISTCOM.

Guarding for Roard/River crossing

Supplying all labour and drilling perfectly vertical bore holes in boulder formation areas with down the hole hammer drilling rigs or combination drilling rigs to suit the site condition with deployment of rigs ,necessary accessories and consumables for a specified depth below G.L including supply of necessary cashing shoe , odex tools and plants , jointing materials ,extra sockets where required withdrawing of pipes , lowering the M.S ( ERW ) pipes and fitting and fixing in perfectly vertical position including cutting and welding for jointing the pipes for simultaneous casing lowering in over burden boulder formation till encounter of hard rock and to drill 200 mm DTH up to desired depth as may be necessary ,cleaning the site and washing bore etc all complete.providing sanitary sealing up to 5 meters depth below G.L as per the direction of EIC. (00 to 100) mtr

Labour for drilling a perfectly vertical bore hole of 150 mm dia for a specified depth below boulder zone through consolidated & un consolidated rock with down the hole hammer drilling rigs as required to suit the site condition as per the direction of EIC including use of own rigs with its accessories , tools plants and consumables etc. ( For soft , medium , hard rock formation ) Rate same as item no 6.8.1

Cleaning and developing the tube well with their own compressor continuously worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipmennts and labours as per the direction of Engineer-in-charge.

200mm. Dia MS ERW Pipe (4.00mm Thickness) including all taxes and transportion

Conducting yield test through pumping for minimum 6-8 hours including supply of required pump set having 3.5 LPS discharge at 70 Mtr. head, 15KVA D.G. Set and a container of 200 ltrs. Capacity as required to suit the site condition as per the direction of the Engineer-in-charge including supply of tools plants labourers for lowering and lifting the pump set and measuring the yield of the bore well

Providing of Graded and washed gravel of 'B' grade including transportation to site etc complete as per direction of 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

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

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.

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.

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

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

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 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)

Cost of 10HP SS Pump Set at 55 mtr Head

Cost of Control Panel for 15 HP S/S pumpset

Cost of 6 KVAR Capacitor

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

Cost of M.S TW clamp

Cost of 3 x 16 mm2 T.D. Cable

Cost of 3core Flat Submersible Cable

Cost of 80 mm. Column Pipe

Cost of 80 mm Ø G.I. Bend

Cost of 80 mm Ø G.I. Flange

Cost of 80 mm Socket

Cost of 12 mm dia wire rope

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 160x160x160 mm spigot moulded reducing HDPE Tee 10kg

Cost of 160 mm x 80 mm dia HDPE RS

Cost of 160 mm HDPE Tail piece 160 mm long

Cost of TW area Cutting and Shaping for installation of TW

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 100mm G.I Pipe

Cost of 160 mm HDPE End Cap

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

Cost of Rubber Insertion and Nut Bolt etc.

Cost of Outlet

Labour charges for lowering of S/S motor & delivery pipe fitting including fitti

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).

Material for Intermidiate Pole excluding pole

Boundry 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.

Spike provisin on 10 mtr & 9 mtr long PSC pole for elephant corridor area as per the direction of the site engineer-in-charge.

Guarding for Roard/River crossing

Supplying all labour and drilling perfectly vertical bore holes in boulder formation areas with down the hole hammer drilling rigs or combination drilling rigs to suit the site condition with deployment of rigs ,necessary accessories and consumables for a specified depth below G.L including supply of necessary cashing shoe , odex tools and plants , jointing materials ,extra sockets where required withdrawing of pipes , lowering the M.S ( ERW ) pipes and fitting and fixing in perfectly vertical position including cutting and welding for jointing the pipes for simultaneous casing lowering in over burden boulder formation till encounter of hard rock and to drill 200 mm DTH up to desired depth as may be necessary ,cleaning the site and washing bore etc all complete.providing sanitary sealing up to 5 meters depth below G.L as per the direction of EIC. (00 to 100) mtr

Labour for drilling a perfectly vertical bore hole of 150 mm dia for a specified depth below boulder zone through consolidated & un consolidated rock with down the hole hammer drilling rigs as required to suit the site condition as per the direction of EIC including use of own rigs with its accessories , tools plants and consumables etc. ( For soft , medium , hard rock formation ) Rate same as item no 6.8.1

Cleaning and developing the tube well with their own compressor continuously worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipmennts and labours as per the direction of Engineer-in-charge.

200mm. Dia MS ERW Pipe (4.00mm Thickness) including all taxes and transportion

Conducting yield test through pumping for minimum 6-8 hours including supply of required pump set having 3.5 LPS discharge at 70 Mtr. head, 15KVA D.G. Set and a container of 200 ltrs. Capacity as required to suit the site condition as per the direction of the Engineer-in-charge including supply of tools plants labourers for lowering and lifting the pump set and measuring the yield of the bore well

Providing of Graded and washed gravel of 'B' grade including transportation to site etc complete as per direction of Engineer -in-Charge.

TAINDA(A)

TOTAL(B)

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

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

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.

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.

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

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

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 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)

Cost of 10HP SS Pump Set at 55 mtr Head

Cost of Control Panel for 15 HP S/S pumpset

Cost of 6 KVAR Capacitor

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

Cost of M.S TW clamp

Cost of 3 x 16 mm2 T.D. Cable

Cost of 3core Flat Submersible Cable

Cost of 80 mm. Column Pipe

Cost of 80 mm Ø G.I. Bend

Cost of 80 mm Ø G.I. Flange

Cost of 80 mm Socket

Cost of 12 mm dia wire rope

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 160x160x160 mm spigot moulded reducing HDPE Tee 10kg

Cost of 160 mm x 80 mm dia HDPE RS

Cost of 160 mm HDPE Tail piece 160 mm long

Cost of TW area Cutting and Shaping for installation of TW

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 100mm G.I Pipe

Cost of 160 mm HDPE End Cap

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

Cost of Rubber Insertion and Nut Bolt etc.

Cost of Outlet

Labour charges for lowering of S/S motor & delivery pipe fitting including fitti

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).

ng of priming Tee, sluice Valve, NR Valve, Air release valve and riser Tee etc and installation

Material for Intermidiate Pole excluding pole

Boundry 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.

Spike provisin on 10 mtr & 9 mtr long PSC pole for elephant corridor area as per the direction of the site engineer-in-charge.

Guarding for Roard/River crossing

Supplying all labour and drilling perfectly vertical bore holes in boulder formation areas with down the hole hammer drilling rigs or combination drilling rigs to suit the site condition with deployment of rigs ,necessary accessories and consumables for a specified depth below G.L including supply of necessary cashing shoe , odex tools and plants , jointing materials ,extra sockets where required withdrawing of pipes , lowering the M.S ( ERW ) pipes and fitting and fixing in perfectly vertical position including cutting and welding for jointing the pipes for simultaneous casing lowering in over burden boulder formation till encounter of hard rock and to drill 200 mm DTH up to desired depth as may be necessary ,cleaning the site and washing bore etc all complete.providing sanitary sealing up to 5 meters depth below G.L as per the direction of EIC. (00 to 100) mtr

Labour for drilling a perfectly vertical bore hole of 150 mm dia for a specified depth below boulder zone through consolidated & un consolidated rock with down the hole hammer drilling rigs as required to suit the site condition as per the direction of EIC including use of own rigs with its accessories , tools plants and consumables etc. ( For soft , medium , hard rock formation ) Rate same as item no 6.8.1

Cleaning and developing the tube well with their own compressor continuously worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipmennts and labours as per the direction of Engineer-in-charge.

200mm. Dia MS ERW Pipe (4.00mm Thickness) including all taxes and transportion

Conducting yield test through pumping for minimum 6-8 hours including supply of required pump set having 3.5 LPS discharge at 70 Mtr. head, 15KVA D.G. Set and a container of 200 ltrs. Capacity as required to suit the site condition as per the direction of the Engineer-in-charge including supply of tools plants labourers for lowering and lifting the pump set and measuring the yield of the bore well

Providing of Graded and washed gravel of 'B' grade including transportation to site etc complete as per direction of Engineer -in-Charge.

BADJAJODA(C)

TOTAL(C)

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

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

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.

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.

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

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

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 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)

Cost of 10HP SS Pump Set at 55 mtr Head

Cost of Control Panel for 15 HP S/S pumpset

Cost of 6 KVAR Capacitor

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

Cost of M.S TW clamp

Cost of 3 x 16 mm2 T.D. Cable

Cost of 3core Flat Submersible Cable

Cost of 80 mm. Column Pipe

Cost of 80 mm Ø G.I. Bend

Cost of 80 mm Ø G.I. Flange

Cost of 80 mm Socket

Cost of 12 mm dia wire rope

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 160x160x160 mm spigot moulded reducing HDPE Tee 10kg

Cost of 160 mm x 80 mm dia HDPE RS

Cost of 160 mm HDPE Tail piece 160 mm long

Cost of TW area Cutting and Shaping for installation of TW

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 100mm G.I Pipe

Cost of 160 mm HDPE End Cap

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

Cost of Rubber Insertion and Nut Bolt etc.

Cost of Outlet

Labour charges for lowering of S/S motor & delivery pipe fitting including fitti

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).

Boundry 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.

Spike provisin on 10 mtr & 9 mtr long PSC pole for elephant corridor area as per the direction of the site engineer-in-charge.

Guarding for Roard/River crossing

Supplying all labour and drilling perfectly vertical bore holes in boulder formation areas with down the hole hammer drilling rigs or combination drilling rigs to suit the site condition with deployment of rigs ,necessary accessories and consumables for a specified depth below G.L including supply of necessary cashing shoe , odex tools and plants , jointing materials ,extra sockets where required withdrawing of pipes , lowering the M.S ( ERW ) pipes and fitting and fixing in perfectly vertical position including cutting and welding for jointing the pipes for simultaneous casing lowering in over burden boulder formation till encounter of hard rock and to drill 200 mm DTH up to desired depth as may be necessary ,cleaning the site and washing bore etc all complete.providing sanitary sealing up to 5 meters depth below G.L as per the direction of EIC. (00 to 100) mtr

Labour for drilling a perfectly vertical bore hole of 150 mm dia for a specified depth below boulder zone through consolidated & un consolidated rock with down the hole hammer drilling rigs as required to suit the site condition as per the direction of EIC including use of own rigs with its accessories , tools plants and consumables etc. ( For soft , medium , hard rock formation ) Rate same as item no 6.8.1

Cleaning and developing the tube well with their own compressor continuously worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipmennts and labours as per the direction of Engineer-in-charge.

200mm. Dia MS ERW Pipe (4.00mm Thickness) including all taxes and transportion

Conducting yield test through pumping for minimum 6-8 hours including supply of required pump set having 3.5 LPS discharge at 70 Mtr. head, 15KVA D.G. Set and a container of 200 ltrs. Capacity as required to suit the site condition as per the direction of the Engineer-in-charge including supply of tools plants labourers for lowering and lifting the pump set and measuring the yield of the bore well

Providing of Graded and washed gravel of 'B' grade including transportation to site etc complete as per direction of Engineer -in-Charge.

BADJAJODA(D)

TOTAL(D)

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

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

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.

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.

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

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

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 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)

Cost of 10HP SS Pump Set at 55 mtr Head

Cost of Control Panel for 15 HP S/S pumpset

Cost of 6 KVAR Capacitor

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

Cost of M.S TW clamp

Cost of 3 x 16 mm2 T.D. Cable

Cost of 3core Flat Submersible Cable

Cost of 80 mm. Column Pipe

Cost of 80 mm Ø G.I. Bend

Cost of 80 mm Ø G.I. Flange

Cost of 80 mm Socket

Cost of 12 mm dia wire rope

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 160x160x160 mm spigot moulded reducing HDPE Tee 10kg

Cost of 160 mm x 80 mm dia HDPE RS

Cost of 160 mm HDPE Tail piece 160 mm long

Cost of TW area Cutting and Shaping for installation of TW

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 100mm G.I Pipe

Cost of 160 mm HDPE End Cap

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

Cost of Rubber Insertion and Nut Bolt etc.

Cost of Outlet

Labour charges for lowering of S/S motor & delivery pipe fitting including fitti

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).

ng of priming Tee, sluice Valve, NR Valve, Air release valve and riser Tee etc and installation

Boundry 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.

Spike provisin on 10 mtr & 9 mtr long PSC pole for elephant corridor area as per the direction of the site engineer-in-charge.

Materials for 11KV Cut point without pole as per specification of DISTCOM.

Guarding for Roard/River crossing

Supplying all labour and drilling perfectly vertical bore holes in boulder formation areas with down the hole hammer drilling rigs or combination drilling rigs to suit the site condition with deployment of rigs ,necessary accessories and consumables for a specified depth below G.L including supply of necessary cashing shoe , odex tools and plants , jointing materials ,extra sockets where required withdrawing of pipes , lowering the M.S ( ERW ) pipes and fitting and fixing in perfectly vertical position including cutting and welding for jointing the pipes for simultaneous casing lowering in over burden boulder formation till encounter of hard rock and to drill 200 mm DTH up to desired depth as may be necessary ,cleaning the site and washing bore etc all complete.providing sanitary sealing up to 5 meters depth below G.L as per the direction of EIC. (00 to 100) mtr

Labour for drilling a perfectly vertical bore hole of 150 mm dia for a specified depth below boulder zone through consolidated & un consolidated rock with down the hole hammer drilling rigs as required to suit the site condition as per the direction of EIC including use of own rigs with its accessories , tools plants and consumables etc. ( For soft , medium , hard rock formation ) Rate same as item no 6.8.1

Cleaning and developing the tube well with their own compressor continuously worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipmennts and labours as per the direction of Engineer-in-charge.

200mm. Dia MS ERW Pipe (4.00mm Thickness) including all taxes and transportion

Conducting yield test through pumping for minimum 6-8 hours including supply of required pump set having 3.5 LPS discharge at 70 Mtr. head, 15KVA D.G. Set and a container of 200 ltrs. Capacity as required to suit the site condition as per the direction of the Engineer-in-charge including supply of tools plants labourers for lowering and lifting the pump set and measuring the yield of the bore well

Providing of Graded and washed gravel of 'B' grade including transportation to site etc complete as per direction of Engineer -in-Charge.

TOTAL(E)

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

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

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.

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.

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

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

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 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)

Cost of 10HP SS Pump Set at 55 mtr Head

Cost of Control Panel for 15 HP S/S pumpset

Cost of 6 KVAR Capacitor

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

Cost of M.S TW clamp

Cost of 3 x 16 mm2 T.D. Cable

Cost of 3core Flat Submersible Cable

Cost of 80 mm. Column Pipe

Cost of 80 mm Ø G.I. Bend

Cost of 80 mm Ø G.I. Flange

Cost of 80 mm Socket

Cost of 12 mm dia wire rope

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 160x160x160 mm spigot moulded reducing HDPE Tee 10kg

Cost of 160 mm x 80 mm dia HDPE RS

Cost of 160 mm HDPE Tail piece 160 mm long

Cost of TW area Cutting and Shaping for installation of TW

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 100mm G.I Pipe

Cost of 160 mm HDPE End Cap

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

Cost of Rubber Insertion and Nut Bolt etc.

Cost of Outlet

Labour charges for lowering of S/S motor & delivery pipe fitting including fitti

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).

Material for Intermidiate Pole excluding pole

Boundry 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.

Spike provisin on 10 mtr & 9 mtr long PSC pole for elephant corridor area as per the direction of the site engineer-in-charge.

Guarding for Roard/River crossing

Supplying all labour and drilling perfectly vertical bore holes in boulder formation areas with down the hole hammer drilling rigs or combination drilling rigs to suit the site condition with deployment of rigs ,necessary accessories and consumables for a specified depth below G.L including supply of necessary cashing shoe , odex tools and plants , jointing materials ,extra sockets where required withdrawing of pipes , lowering the M.S ( ERW ) pipes and fitting and fixing in perfectly vertical position including cutting and welding for jointing the pipes for simultaneous casing lowering in over burden boulder formation till encounter of hard rock and to drill 200 mm DTH up to desired depth as may be necessary ,cleaning the site and washing bore etc all complete.providing sanitary sealing up to 5 meters depth below G.L as per the direction of EIC. (00 to 100) mtr

Labour for drilling a perfectly vertical bore hole of 150 mm dia for a specified depth below boulder zone through consolidated & un consolidated rock with down the hole hammer drilling rigs as required to suit the site condition as per the direction of EIC including use of own rigs with its accessories , tools plants and consumables etc. ( For soft , medium , hard rock formation ) Rate same as item no 6.8.1

Cleaning and developing the tube well with their own compressor continuously worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipmennts and labours as per the direction of Engineer-in-charge.

200mm. Dia MS ERW Pipe (4.00mm Thickness) including all taxes and transportion

Conducting yield test through pumping for minimum 6-8 hours including supply of required pump set having 3.5 LPS discharge at 70 Mtr. head, 15KVA D.G. Set and a container of 200 ltrs. Capacity as required to suit the site condition as per the direction of the Engineer-in-charge including supply of tools plants labourers for lowering and lifting the pump set and measuring the yield of the bore well

Providing of Graded and washed gravel of 'B' grade including transportation to site etc complete as per direction of Engineer -in-Charge.

CHUANBAHAL