Tender For Supply Of Equipment / Material, Design, Erection, Testing, Commissioning,Forr/R Of Damaged 33 Kvgaj Khouli Ht Line Includingrepair Of Protection Work To 3 Nos Double Pole Structure Of 33 Kv Double Circuit Gaj Khouli Due To Heavy Rain& Flash Flo, kangra-Himachal Pradesh

Tender For Supply Of Equipment / Material, Design, Erection, Testing, Commissioning, Forr / R Of Damaged 33 Kvgaj Khouli Ht Line Includingrepair Of Protection Work To 3 Nos Double Pole Structure Of 33 Kv Double Circuit Gaj Khouli Due To Heavy Rain& Flash Flood In Gaj Khad And Land Slide Under Esd Hpsebl Charri. ( Seop-25 / 2023-24 ) .-33 Kvgaj Khouli Ht Line 2 Prov. Steel Pole 11Mtr. Long. 3 Prov. Steel Pole 13Mtr. Long. 4 Prov Rcc Muff. 5 X-Arm ( Horizontal ) - Ms Channel Iron : 100X50x5, Length [ ( 3500Mm . ] 6 X-Bracingt Set : Ms Angle Iron : 65X65x5, Length [ 2700Mm X 2No. ] 7 Prov. 33Kv Pin Insulator With Pin Hellically Formed Fitting. 8 Prov. 33Kv Disc Insulator Set Cleaves And Toungue Hellically Formed Fitting. 9 Prov. Stay Set Complete Inculding Guy Assembly With Hellically Fitting. Provided By Hpsebl 10 Prov. Stay Wire7 / 3.15Mm@ 8 Per Stay Set. Provided By Hpsebl 11 Prov. Coil Earthing Set Complete. 12 Prov. Ms Nuts And Bolts Off Size. 13 Prov. Pole Clamp M.S Flat 50X6mm 14 Prov. Aluminum Paint. 15 Prov. Acsr 30 / 7 / 2.59 Mm2 16 Add Errection Charges11 Mtrs Long Steel Tubular Pole As Per The Cost Data 17 Add Errection Charges 13 Mtrs Long Steel Tubular Pole As Per The Cost Data 18 Add Errection Charges Ht Stay Set As Per The Cost Data 19 Add Errection Charges Rcc Muff As Per The Cost Data 20 Add Errection Charges Laying Stringing And Sagging Ofacsr 30 / 7 / 20.59 Mm2 Cond As Per The Cost Data 21 Add Transportation Charges As Per The Cost Data 22 Protection Work To 3 Nos Double Pole Structure Of 33 Kv Double Circuit Gaj Khouli Line 23 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan ) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-Incharge. Ordinary Rock 24 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:4:8 ( 1 Cement : 4 Coarse Sand ) : 8 Graded Stone Aggregate 40 Mm Nominal Size ) 25 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : 1:2:4 ( 1 Cement, 2 Sand, 4 Graded Stone Aggregate 20Mm Ns ) 26 Providing Mild Steel / Tor Steel Reinforcement For R.C.C. Work Including Bending, Binding And Placing In Position Complete Upto Floor Two Level. 27 Centering And Shuttering Including Strutting, Propping Etc And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete 28 Quantities Are Mentioned Above Are Tentative And Actual Quantity Shall Be Worked Out After Check Survey To Be Carried Out By The Successful Tender And Detailed Engineering And Finalization Of Tower Location Chart.Payment Shall Be Made As Per Approved Bill Of Material / Actual Quantities Measured At Site.

INR 590 /-

INR 9870.0 /-

INR 9.86 Lakhs /-

Name of Work:- Tender for Supply of equipment / material, design, erection, testing, commissioning,forR/R of damaged 33 KVGaj Khouli HT line includingRepair of protection work to 3 Nos Double pole Structure of 33 KV double circuit Gaj Khouli due to heavy rain& Flash flood in Gaj Khad and land slide under ESD HPSEBL Charri. (SEOP-25/2023-24).

Sl. No.	Item Description
1	33 KVGaj Khouli HT line
2	Prov. Steel pole 11mtr. Long.
3	Prov. Steel pole 13mtr. Long.
4	Prov RCC muff.
5	X-Arm (Horizontal) - MS Channel Iron : 100x50x5, Length [(3500mm .]
6	X-Bracingt set : MS angle iron : 65x65x5, Length [2700mm x 2No.]
7	Prov. 33KV pin insulator with pin hellically formed fitting.
8	Prov. 33KV disc insulator set cleaves and toungue hellically formed fitting.
9	Prov. Stay set complete inculding Guy Assembly with hellically fitting. Provided by HPSEBL
10	Prov. Stay wire7/3.15mm@ 8 per stay set. Provided by HPSEBL
11	Prov. Coil earthing set complete.
12	Prov. MS nuts and bolts off size.
13	Prov. pole clamp M.S flat 50x6mm
14	Prov. Aluminum paint.
15	Prov. ACSR 30/7/2.59 mm2
16	Add Errection charges11 mtrs long steel tubular pole as per the cost data
17	Add Errection charges 13 mtrs long steel tubular pole as per the cost data
18	Add Errection charges HT Stay set as per the cost data
19	Add Errection charges RCC Muff as per the cost data
20	Add Errection charges Laying stringing and sagging ofACSR 30/7/20.59 mm2 cond as per the cost data
21	Add Transportation charges as per the cost data
22	protection work to 3 Nos Double pole Structure of 33 KV double circuit Gaj Khouli line
23	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. Ordinary rock
24	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size)
25	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4( 1 cement, 2 sand, 4 graded stone aggregate 20mm NS)
26	Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level.
27	Centering and shuttering including strutting, propping etc and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
28	Quantities are mentioned above are tentative and Actual Quantity shall be worked out after Check Survey to be carried out by the successful Tender and detailed Engineering and finalization of Tower location Chart. Payment shall be made as per Approved Bill of Material/Actual Quantities measured at site.