Tender For Supply Of Equipment / Material, Design, Erection, Testing, Commissioning,Tender For Supply Ofmaterial, Design, Erection, Testing Andcommissioning,For Restoration Of 11 Kv Ht Line Of Thambuand Re-Erection & Organisation Of 3-Ph Lt Line Of Thambu, kangra-Himachal Pradesh

Tender For Supply Of Equipment / Material, Design, Erection, Testing, Commissioning, Tender For Supply Ofmaterial, Design, Erection, Testing Andcommissioning, For Restoration Of 11 Kv Ht Line Of Thambuand Re-Erection & Organisation Of 3-Ph Lt Line Of Thambu Mahadev Scheme Washed Away In A Flood In Beas River Due To Natural Disaster At Lower Lambagaon Uesd Alampur Ed Hpsebl Lambagaon ( Seop-32 / 2023-24 ) .-Lt Line 2 Prov. S / T Pole 10 Mtr. Long 3 Prov. Aaac 7 / 3.81 Mm ( 80 Sq.Mm ) 4 Prov. Rcc Muff With Concrete Filling ( 2000 Mm ) 5 Prov. A.I. ( 75X75x6 ) . 6 Prov. Ms C.I. ( 100X50x6x1200mm ) . 7 Prov. Shackle Insulator ( 16 Kn ) 8 Prov.D- Iron ( U-Clamps ) 9 Prov. Earth Knob 10 Prov. Lt Stay Set 11 Prov.Stay Wire 7 / 3.15 Mm ( 6.0Kg Per Stay Set ) 12 Prov.Kit-Kat I.C. 13 Prov. Earthing Set Complete 14 Prov. Earth Wire ( Gi 8 Swg ) { Additional 1% Sag ( Sag & Wastage ) } @ 0.102 Kg / Mtr 15 Prov.M.S. Nuts & Bolts Of Various Sizes ( Gulvanised / Coated ) [ Preferably 16 Mm Dia Or More ( With Flat And Spring Washers ) ] 16 Prov.M.S. Full Clamp. 17 Prov. Aluminium Paint 18 Ab Cable3x120+70 Mm2 Pvc ( 1.1Kv, 3+1 C, Al ) 19 Add 5% Transporation Charges. 20 Add. Erection Cable. 21 Sagging Of Aaac 7 / 3.81 Mm. 22 Saggingof Gi Wire 23 Erection Of St Pole Complete In All Respect 24 Erection Of Stay Set Complete In All Respect 25 Erection Of Jumpers. 26 Erection Of Earthing Set. 27 Ht Line 28 Prov.Aaac 7 / 3.81 Mm Sq. ( 80 Mm Sq. ) { Includes 3 Conductor Lengths For 3 Phase And Additional 1% ( Sag, Jumpering Wastage } 29 Prov. Run Thro Structures: Steel Tubular Poles ( 9 Mtr, Working Load >200 Kgf / M Sq. ) 30 Prov. Rcc Muff With Concrete Filling 31 Belt Set - Ms Angle Iron: 50X50x5, Length [ 1800 Mm X 2 No. ] 32 X-Bracing Set - Ms Angle Iron: 50X50x5, Length [ 2125 Mm X 2 No. ] 33 X-Arm ( Horizontal ) - Ms Channel Iron: 100X50x5, Length [ 2340Mm X 2 No. ] 34 Discs Insulator Sets On Dead End Structures ( Comprising 1 No. Disc: ^^ ( Porcelain, Bs, 12 Kv, 90 Kn ) Including Dead End Clamps Etc. ) X ( 3 No. Conductors ) X ( 2 No. Sides ) 35 Prov. Stay Set Complete In All Respect ( 1 No / Single Pole, 4 No / Double Pole Structure ) 36 Prov. Stay Wire ( 7 / 3.15 Mm ) ( @ 6.0 Kg. Per Stay Set ) 37 Prov. Ht Earthing Set Complete 38 Single Continuous Earth Wire ( Gi 8 Swg ) { A / W 1 Wire Lengths For Avg. One Road Crossing @ 20 Mtr And Additional 1% ( Sag And Wastage ) } @ 0.102 Kg / Mtr 39 Eye Hook For Earth Wire 40 Earth Wire Clamp 41 Ms Channel Iron:75*40*6, Length: 2400 Mm 42 Ci ( 100X50x6 ) 1270Mm 43 A.I Bracing Set 2 ( 50X50x6 ) 750Mm 44 11 Kv Pin Insulators ( Porcelain, 12 Kv, 10 Kn ) 45 Prov. 11 Kv Danger Plate ( 250X200x1.60 Mm ) 46 Prov.M.S. Nuts & Bolts Of Various Sizes ( Gulvanised / Coated ) [ Preferably 16 Mm Dia Or More ( With Flat And Spring Washers ) ] 47 Prov. Lt Cable 240Mm2, Pvc ( 1.1Kv, 3.5 C, Ai, Un-Armour ) 48 Prov. Barbed Wire 49 Prov. Alluminium Paint . 50 Add Transportation Charges I / C Manual Carriage 51 Add Erection Charges Of 9Mtr Of Pole 52 Add Sagging Ofcable 53 Add Erection Charges Of Double Pole Structure 54 Add Erection Charges Of Sagging Of 7 / 3.81Mm2 55 Add Erection Charges Of Earthing 56 Add Erection Charges Of Stay Set 57 Add Erection Of Gi Earth Wire 58 Add Erection Of Jumpers 59 Civil Work 60 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. All Kinds Of Soil. 61 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:5:10 ( 1 Cement : 5 Coarse Sand ) : 10 Graded Stone Aggregate 40 Mm Nominal Size ) 62 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 ) 63 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. 64 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, ( I ) Single Socketed Pipes. 75 Mm Diameter 65 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 15425.0 /-

INR 15.42 Lakhs /-

Name of Work:Tender for Supply of equipment / material, design, erection, testing, commissioning,Tender for Supply ofmaterial, design, erection, testing andcommissioning,for restoration of 11 KV HT line of Thambuand re-erection & organisation of 3-Ph LT line of Thambu Mahadev scheme washed away in a flood in Beas river due to natural disaster at Lower Lambagaon UESD Alampur ED HPSEBL Lambagaon (SEOP-32/2023-24).

Sl. No.	Item Description
1	LT line
2	Prov. S/T Pole 10 Mtr. Long
3	Prov. AAAC 7/3.81 mm(80 sq.mm)
4	Prov. RCC Muff with concrete filling (2000 mm)
5	Prov. A.I. (75x75x6) .
6	Prov. MS C.I. (100x50x6x1200mm) .
7	Prov. Shackle Insulator (16 KN)
8	Prov.D- Iron (U-Clamps)
9	Prov. Earth Knob
10	Prov. LT Stay Set
11	Prov.Stay Wire 7/3.15 mm (6.0Kg Per Stay Set)
12	Prov.Kit-Kat I.C.
13	Prov. Earthing set complete
14	Prov. Earth wire (GI 8 SWG) {Additional 1% sag (Sag & Wastage)} @ 0.102 Kg/Mtr
15	Prov.M.S. Nuts & Bolts of various sizes (Gulvanised/ coated) [Preferably 16 mm Dia or more (with flat and spring washers)]
16	Prov.M.S. Full Clamp.
17	Prov. Aluminium Paint
18	AB Cable3x120+70 mm2 PVC(1.1kV, 3+1 C, Al)
19	Add 5% Transporation Charges.
20	Add. Erection Cable.
21	Sagging of AAAC 7/3.81 mm.
22	Saggingof GI Wire
23	Erection of ST Pole complete in all respect
24	Erection of Stay set complete in all respect
25	Erection of Jumpers.
26	Erection of Earthing Set.
27	HT line
28	Prov.AAAC 7/3.81 mm sq. (80 mm sq.) {Includes 3 conductor lengths for 3 phase and additional 1% (sag,Jumpering wastage}
29	Prov. Run Thro Structures: Steel Tubular Poles (9 Mtr, working load >200 kgf/m sq.)
30	Prov. RCC Muff with concrete filling
31	Belt Set - MS Angle Iron: 50x50x5, Length [1800 mm x 2 No.]
32	X-Bracing Set - MS Angle Iron: 50x50x5, Length [2125 mm x 2 No.]
33	X-Arm (Horizontal) - MS Channel Iron: 100X50x5, Length [2340mm x 2 No.]
34	Discs insulator sets on Dead End structures (comprising 1 No. Disc: ^^(Porcelain, BS, 12 kV, 90 kN) including Dead End Clamps etc.) x (3 No. conductors) x (2 No. sides)
35	Prov. Stay set complete in all respect (1 No/ single pole, 4 no/ double pole structure)
36	Prov. Stay Wire (7/3.15 mm) (@ 6.0 Kg. Per Stay Set)
37	Prov. HT earthing set complete
38	Single continuous earth wire (GI 8 SWG) {a/w 1 wire lengths for avg. one road crossing @ 20 mtr and additional 1% (sag and wastage )} @ 0.102 kg/mtr
39	Eye Hook for earth wire
40	Earth wire clamp
41	MS Channel Iron:75*40*6, length: 2400 mm
42	CI(100x50x6) 1270mm
43	A.I Bracing Set 2(50x50x6) 750mm
44	11 kV Pin Insulators (Porcelain, 12 kV, 10 kN)
45	Prov. 11 KV Danger Plate (250x200x1.60 mm)
46	Prov.M.S. Nuts & Bolts of various sizes (Gulvanised/ coated) [Preferably 16 mm Dia or more (with flat and spring washers)]
47	Prov. LT Cable 240mm2, PVC ( 1.1kv, 3.5 C, AI, Un-Armour)
48	Prov. Barbed Wire
49	Prov. Alluminium Paint .
50	Add Transportation Charges i/c manual carriage
51	Add Erection Charges of 9mtr of pole
52	Add Sagging ofCable
53	Add Erection charges of Double pole Structure
54	Add Erection Charges of Sagging of 7/3.81mm2
55	Add Erection Charges of Earthing
56	Add Erection charges of Stay Set
57	Add Erection of GI Earth Wire
58	Add Erection of Jumpers
59	Civil Work
60	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
61	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)
62	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)
63	Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete.
64	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter
65	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.