Irrigation Department Tender
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Irrigation Department Tender
Civil And Construction
Eprocure
Opening Date25 Sep 2024
Closing Date18 Oct 2024
Tender Amount₹ 3,19,21,618
Costs
EMD
₹ 6,38,432Document Cost
₹ 6,450Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ID_39149_40Bid Award Id
ViewTender No
01_RIDF_XXX_2024_25 Date_21_09_2024Tender Authority
Irrigation Department ViewPurchaser Address
-Website
http://https://irrigation.assam.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Item 3:C.C. work in prop. 1: 2: 4 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 6 mm to 20 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).
15.15
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8992.08
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Item 4: R.C.C. work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6mm to 20mm with proper reinforcement as per design including curing with necessary shuttering, scaffolding etc. where necessary complete as directed ( shutterinfg, scaffolding cost will be paid separately).
43.63
-
11915.57
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Item 5: Supplying, fitting, fixing & laying reinforcement(TATA) in position in RCC work including cutting , bending,cranking with two piles 0.91 M( 20 BWG) annealed wire hooking tying, complete as directed.
41.67
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13394.96
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Item 6: Supplying, fitting, fixing & laying reinforcement(TATA) in position in RCC work including cutting , bending,cranking with two piles 0.91 M( 20 BWG) annealed wire hooking tying, complete as directed. Column
371.68
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559.95
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Beam
44.44
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275.74
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Supplying, fitting, fixing PVC pipes (IS 12818, 6 kg/cm2 ), joining pipes with relevant cement, levelling, testing leakages etc, complete as directed. (Cost of E/W foundation trenches will be paid separately). 200mm Dia Pipe
3000
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2592.22
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Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 3m and lift 1.50 m).
170.79
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577.67
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Construction of brick lined Main Canal
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-
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Ch. 0.00 m to Ch. 800.00 m Item no. 1: Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary).
825.12
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373.28
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Item no. 2: C.C. work in prop. 1: 3: 6 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 13 mm to 38 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).
82.41
-
9824.11
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Item No. 3 : 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc. including racking out joints and curing etc. complete (in proportion 1:3) .
484.38
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13723.23
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Item No. 4 : Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness.
( a ) 9 cm brick flat including sand packing.
1325.56
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843.18
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Item No. 5 : C.C. work in prop. 1: 2: 4 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 6 mm to 20 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).
57.6
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9171.31
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Item No. 6 : Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC & RCC works as directed complete (Measurement to be taken on the surface area of timber) Post
707.52
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571.11
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Beam
88.44
-
281.24
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Item No. 7 : Supplying, fitting, fixing & laying reinforcement(TATA) in position in RCC work including cutting , bending,cranking with two piles 0.91 M( 20 BWG) annealed wire hooking tying, complete as directed.
76.29
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13661.96
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Item No. 8 : R.C.C. work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6mm to 20mm with proper reinforcement as per design including curing with necessary shuttering, scaffolding etc. where necessary complete as directed ( shutterinfg, scaffolding cost will be paid separate
40.68
-
12153.07
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Item No. 9: 12mm thick cement plastering including clearing surface and curing complete as directed in proportion 1:3.
2560
-
314.96
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Item No. 10 : River sand filling in plinth,canal bed, canal slopes,base of structures, etc in layers not more than 150mm thick including carriage, watering, ramming etc. complete as direct
158.4
-
2128.57
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Item No. 11 : Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 3m and lift 1.50 m).
2053.28
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589.19
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Ch. 0.00 m to Ch. 800.00 m Item no. 1: Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary).
77.2
-
373.28
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Item no. 2: C.C. work in prop. 1: 3: 6 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 13 mm to 38 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).
8.25
-
9824.11
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Item No. 3 : 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc. including racking out joints and curing etc. complete (in proportion 1:3) .
36.96
-
13723.23
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Item No. 4 : Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness.
( a ) 9 cm brick flat including sand packing.
124.76
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843.18
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Item No. 5 : C.C. work in prop. 1: 2: 4 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 6 mm to 20 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).
4.8
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9171.31
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Item No. 6 : Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC & RCC works as directed complete (Measurement to be taken on the surface area of timber) A) Post
60.48
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571.11
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B) Beam
8.4
-
281.24
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Item No. 7 : Supplying, fitting, fixing & laying reinforcement(TATA) in position in RCC work including cutting , bending,cranking with two piles 0.91 M( 20 BWG) annealed wire hooking tying, complete as directed.
6.63
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13661.96
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Item No. 8 : R.C.C. work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6mm to 20mm with proper reinforcement as per design including curing with necessary shuttering, scaffolding etc. where necessary complete as directed ( shutterinfg, scaffolding cost will be paid separate
3.6
-
12153.07
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Item No. 9: 12mm thick cement plastering including clearing surface and curing complete as directed in proportion 1:3.
192
-
314.96
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Item No. 10 : River sand filling in plinth,canal bed, canal slopes,base of structures, etc in layers not more than 150mm thick including carriage, watering, ramming etc. complete as direct
13.2
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2128.57
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Item No. 11 : Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 3m and lift 1.50 m).
111.49
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589.19
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Construction of R.C.C. Water Trough
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-
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Item No. 1: Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary).
48.75
-
365.99
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Item No. 2 : C.C. work in prop. 1: 3: 6 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 13 mm to 38 mm including curring, bailing, out water with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).
3.63
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9632.12
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Item No. 3 : Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness with 9cm brick on flat including sand packing.( a ) 9 cm brick flat including sand packing.
17.4
-
826.7
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Item No. 4 : Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC & RCC works as directed complete (Measurement to be taken on the surface area of timber)
67.73
-
559.95
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Item No. 5 : Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed
16.24
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13394.96
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Item No. 6 : R.C.C. work in proportion 1:2:4 with hard broken stone aggregate of size 6mm to 20 mm including curing with necessary shuttering, scaffolding etc. where necessary complete as directed ( shutterinfg, scaffolding cost will be paid separately).
8.07
-
11915.57
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Item No. 7 :Supply, Fabrication, Installation and Commissioning at site including painting of Shutter Assembly of Cross Regulator/ Head Regulator gates of different size made of 6 mm thick M.S. skin plate, with 10 mm dia. hole to be drilled at an interval of 150 mm apart on both the vertical sides and one horizontal side at the bottom at a fixed distance from the edge, and MS channel of size 100 mm x 50 mm x 4.7 mm or 125 mm x 65 mm x 5 mm for shutter frame, Horizontal girders and vertical stiffeners , fitting fixing of C.I. Guide Roller of size 75 mm x 67 mm x 100 mm x 20 mm having 25 mm dia hole with pin Guide roller M.S. bracket of size 90 mm x 90 mm x 250 mm made of 12 mm thick and 90 mm wide M.S. Flat with guide roller pin fitted on the shutter frame, having required slots and holes and supply, fitting and fixing of ‘J’ type rubber seal, of size 125 mm , ‘J’ type rubber seal corner of size 125 mm , with fabricated M.S. fastener of 50 mm width x 8 mm thick having 10 mm dia. hole at an interval of 150 mm apart for Regulator Gates complete as per design & drawing & as directed. B] C/Regulator & H/Regulator GATES OF SIZE less than 5.0 M2
0.18
-
37089.97
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Item No. 8 :12 mm cement plastering including clearing surface and curing complete as directed in proportion 1:3.
15.67
-
308.8
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Item No. 9 : Supply, Fabrication, Installation and Commissioning at site including painting of Shutter Assembly of Cross Regulator/ Head Regulator gates of different size made of 6 mm thick M.S. skin plate, with 10 mm dia. hole to be drilled at an interval of 150 mm apart on both the vertical sides and one horizontal side at the bottom at a fixed distance from the edge, and MS channel of size 100 mm x 50 mm x 4.7 mm or 125 mm x 65 mm x 5 mm for shutter frame, Horizontal girders and vertical stiffeners , fitting fixing of C.I. Guide Roller of size 75 mm x 67 mm x 100 mm x 20 mm having 25 mm dia hole with pin Guide roller M.S. bracket of size 90 mm x 90 mm x 250 mm made of 12 mm thick and 90 mm wide M.S. Flat with guide roller pin fitted on the shutter frame, having required slots and holes and supply, fitting and fixing of ‘J’ type rubber seal, of size 125 mm , ‘J’ type rubber seal corner of size 125 mm , with fabricated M.S. fastener of 50 mm width x 8 mm thick having 10 mm dia. hole at an interval of 150 mm apart for Regulator Gates complete as per design & drawing & as directed. B] C/Regulator & H/Regulator GATES OF SIZE less than 5.0 M2
0.48
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37089.97
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Item No. 10 : Supply, fabrication, installation and commissioning including painting at site of guide channel assembly with fabricated MS channel of size ISMC : 200 ( 200 mm x 75 mm x 6.1 mm) up to a required length having holes of 19 mm dia at a distance of 20 mm from the outer edge and at an interval of 500 mm vertically for fitting of separator stud including anchoring at pier groove , anchoring to footing with MS plate of size 400 mm x 400 mm x 6 mm thick , MS separator stud of 19 mm dia threaded at both end x 400 mm L with washer , GI pipe separator of 25 mm dia, Embedded Chanel of size ISMC 200 in complete for Cross/ Head Regulator gates as per design & drawing & as directed. [Measurement to be done as height of Guide Chanel Assembly as a whole, not for individual channel length
0.95
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21702.91
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Item No. 11 : Supply, Fabrication, installation and commissioning including greasing, painting, etc. at site and fitting fixing of Lifting Arrangement for Regulator gate manually operated including M.S. Screw shaft of 40 mm/ 50mmdia along with C.I. Boss of size 150 mm x 200 mm , thrust bearing of 45 mm/55 mm (ID) ,operating wheel made of GI Pipes of 25 mm dia , securely fixed with lock plate & tool plate on fabricated tool post made of MS Tee bar 80 x 80 x 8mm fitting fixing of all these items complete as per design & drawing and as directed
2
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76463.59
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Item No. 12 : Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 30 m and lift 1.50 m).
97.25
-
577.67
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Construction of Out-Let (11 nos)
-
-
-
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Item No. 1 : Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary). A. In ordinary soil
13.42
-
373.28
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Item No. 2 : Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness.( a ) 9 cm brick flat including sand packing.
12.1
-
843.18
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Item No. 3 : C.C. work in prop. 1: 3: 6 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 13 mm to 38 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).
0.77
-
9824.11
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Item No. 4 : 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc. including racking out joints and curing etc. complete (in proportion 1:3) .
5.98
-
13723.23
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Item No. 5: 12mm thick cement plastering including clearing surface and curing complete as directed in proportion 1:3.
21.67
-
314.96
... More
Item No. 6: Supplying, fitting, fixing PVC pipes (IS 12818, 4kg/cm2), joining pipes with relevant cement, levelling, testing leakages etc. complete as directed. (Cost of E/W foundation trenches will be paid separately) 110 mm dia
15.13
-
771.92
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Item No. 7: Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 3m and lift 1.50 m).
3.85
-
589.19
... More
construction of Cross-Drainage
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-
-
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Item No. 1 : Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary). A. In ordinary soil
10.97
-
373.28
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Item No. 2 : Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness.( a ) 9 cm brick flat including sand packing.
13.9
-
843.18
... More
Item No. 3 : C.C. work in prop. 1: 3: 6 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 13 mm to 38 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).
5.53
-
9824.11
... More
Item No. 4 : 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc. including racking out joints and curing etc. complete (in proportion 1:3) .
1.96
-
13723.23
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Item No. 5: 12mm thick cement plastering including clearing surface and curing complete as directed in proportion 1:3.
5.74
-
314.96
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Item No. 7: Supplying of NP3 hume pipe of size 300mm dia.
3
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3783.91
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Item No. 8: Supplying of NP3 hume pipe Coller for size 300mm dia.
2
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525.54
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Item No. 9: Labour for fitting and fixing hume pipe in position with collars including joining the cement mortar in proportion 1:3 and curing as per direction of deptt. including carrying the same from godown to site. (For 30cm to 60cm dia).
7.5
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393.2
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Item No. 10 :Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 3m and lift 1.50 m).
13.5
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589.19
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Construction of Cattle Crossing of size 3.000mx 1.00 m
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-
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Item No. 1 : Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary). A. In ordinary soil
9.45
-
365.99
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Item No. 2 : Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness.( a ) 9 cm brick flat including sand packing.
9
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826.7
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Item No. 3 : C.C. work in prop. 1: 3: 6 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 13 mm to 38 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).
0.69
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9632.12
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Item No. 4 : 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc. including racking out joints and curing etc. complete (in proportion 1:3) .
4.5
-
13455.03
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Item No. 5 :Supplying, fitting, fixing & laying reinforcement(TATA) in position in RCC work including cutting , bending,cranking with two piles 0.91 M( 20 BWG) annealed wire hooking tying, complete as directed.
4.56
-
13394.96
... More
Item No. 6 : Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC & RCC works as directed complete (Measurement to be taken on the surface area of timber) Shuttering(Slabs)
9
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380.66
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Beam with prop.
0.24
-
275.74
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Item No. 7 : R.C.C. work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6mm to 20mm with proper reinforcement as per design including curing with necessary shuttering, scaffolding etc. where necessary complete as directed ( shutterinfg, scaffolding cost will be paid separately).
1.53
-
11915.57
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Item No. 8 : Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 3m and lift 1.50 m).
108
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577.67
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Mechanical Part
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Supply & Fabrication of steel Floating Barge including Anchoring. Supply, fabrication, launching & commissioning of M.S. Floating Barge of size: 7.62 m x 4.57 mx 1.37 m at site made up of best quality M.S. Plates of 6 mm thick, M.S. Angles ISA6565 and MS Black pipe of 40 mm dia. having relevant IS specification complete as directed and as per drawing. The Bottom Plate, Side Plate and Deck Plate of the Barge is to be fabricated by M.S, Plate of thickness 6 mm. The bottom stiffener, hull stiffener, deck post, shed post, tie in the middle of the entire water cut portion of the barge is to be made up of M.S. Angles of size: 65 mm x 65 mm x 6 mm. The Deck Frame, Deck Post, Tie
(Lateral) is to be made up of M.S Angle of size: 65 mm x 65 mm x6 mm. The Principal Rafter, Suspender (Kingpost), Queen Post and Purlin of roof truss of the Barge is to be made of H.D. M.S Black Pipe of size: 40 mm nominal dia. of thickness, 4.05 mm. The railing of the Barge in two rows is to be provided by using M.S.Pipe of size 40 mm dia. & a ladder of length 1.5 metre for manhole is to be madé using M.S.Pipe of size 25 mm dia. ISI approved Roofing sheet & Ridging with high grade aluminium zinc colour coated (PPGL) of thickness 0.5 mm as per IS:19565(2012) is to be used. Painting: The job also includes painting of all the metallic surfaces of Barge (both inside & outside) by applying anticorrosive Metal Primer to be followed by 2 (two) coats of synthetic enamel metallic paints. The dust, dirt, oil or any other foreign materials should be removed from the surfaces to be painted before applying the paints. Each subsequent coat of paint should be applied after normal air drying of previous coat. All the joints should be perfectly leak proof with
continuous arc welding maintaining the proper beads using M.S. Electrode of relevant IS gauge & specification. No cracks or holes should be found in the welding beads. The beads should have uniform waves, width and height. The finished product should satisfy the designed dimensions and have almost no distortion. Approximate weight of the Barge : 8.70 MT (Approx.)
Note : 1. Any fencing of wire mesh (if required) to be measured as extra.
2. All anchoring arrangements to be measured as extra.
3. Rain protection shed (if required) to be measured as 4. Ladder for boarding from bank to Barge to be measured as extra.
*Drawings are indicative only
1
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2606576.99
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Centrifugal pump set with 60/70 LPS minimum discharge at 10.35 Mtrs Head, working efficiency at head range (7.62-13.71) Mtrs coupled with 20 HP induction motor. Pump, Motor, Starter should be of reputed brand and as per IS specification. Also includes best quality MS frame and coupling of required size and shape
3
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234159.65
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Fabricated heavy duty G.I. Bend conlirming to IS-1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part- 1, table-D, ofsize;- 150 mm dia x 90®
3
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5482.28
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Fabricated heavy duty GI. Pipe confirming to IS 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, ofsize:- I50 mm dia x 0.30 Mtr. Long
6
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3813.76
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Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Pail-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, ofsize:-150 mm dia x 0.60 Mtr. Long
6
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4767.2
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Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Fait-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as perB.S.S.-10 Part-I, table-D, ofsize:-150 mm dia x0.90 Mtr. Long
6
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5482.28
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Fabricated heavy duty 0.1. Pipe chinning to IS 1239 (ParT-l) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Pail-L table-D. of size;-150 mm dia x 1.2 Mtr. Long
3
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6793.26
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Heavy Duty Cl Foot Valve, Flange type, the holes ofdie flange should be drilled as per BSS No. 10, Part-1, Table-D. The materials ofconstnictionand all components of the Foot Valve should be strictly confoim to IS: 10805-
1986 and having mari^d with manufiicture name and trade mark of 150 mm dia
3
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9683.36
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CIDF Sluice Valve of 125 mm dia. Make: IGrloskar/ Upadyaya/Zolato^enus & Eqv.
3
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10816.64
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CIDF Reflex Valve of 125 mm dia. Make: Kirioskar/ Upadynya/ZolataA^enus & Eqv.
3
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10853.87
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Fabricated M3.D.F. Pipe, 5 mm thick with 19mm dia 12 nos. hole in the flange ofthickness lOmm, for different size:- 125 mmdia x 0.30 Mtr. long
6
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3575.4
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Fabricated M.SJ).F. Pipe, Smm thich willi I9tnm dia 12 nos. hole in the flange ofthickness lOmm, for different size;- 125mra dia x 0.60 Mtr. long
8
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4767.2
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Fabricated M.S.D.F. Pipe, 5imn fliich with lOmm dia 12 nos. hole in the flange of thickness lOmm, for different size:- 125mm dia x 1.20 Mtr. long
8
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6316.54
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Fabricated M.S.D.F. Pipe, 5mm tiiich wifli 19nim dia 12 nos. bole in the flange ofthickness 10mm, for different size:- 12Siimi dia x 1.50 Mtr. long
8
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6674.08
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Fabricated heavy duty G.I. Bend contirming to IS-1239 (Part-I) 2004, with G.I. Flange at both mid (G.I. Flange having 8 nos. hole as per B.S.S.-IO Part-I, table-D, ofsiz6:-12Smm diax90®
2
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5124.74
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Fabricated MSDF Tapper with bodi ends M.S. flanged having drilled as per BSSNo. 10. Part-1. Table-D. l50 mm dia x 125 mm dia x 0.3 Mtr Long
2
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3724.38
... More
Heavy Duty G.I. Pine. Tatn/NTL 150 mm 0
40
-
2568.33
... More
Flexible Rubber Hose Pipe with MS built in type flange 125mm nominal dia x 7.50m in Length
8
-
21814.17
... More
Copper Conductor Annoured Cable of 16 sqmmx3core
30
-
693.63
... More
Copper Conductor Un Armoured Cable of 6 sq mm x 3 core
20
-
277.69
... More
Specification of items Installation of 20 H.P Centrifugal Pump set (Horizontal Split casing type, size: 150 mm(suction) x 125 mm dia. (delivery) of 60 LPS minimum discharge at 13.00 Mt head coupled with 3 ph, 415 V, 50 Hz, 1450 RPM squirrel cage induction motor of complete Pumpset. The job includes necessary transportation of pump set to the site and its installation on C.C. block foundation of Pump House in proper position with accurate alignment by means of foundation nuts and bolts including testing & commissioning at site at full load condition with all works complete as directed.
3
-
26537.54
... More
Fitting, fixing and laying of G.I Pipes with Accessories: Laying, fitting, fixing and connection of suction pipe fine for each pump set with 150nimdia. G.I. pipes ofdifferent length, ideated G.I. pipes with ditTerent length, fabricated bends, tapper including foot valve for suction side. Reflexvalve, sluice valve for delivery side ofeach pump set with 125mm dia. G.I. pipes witii different length, bends, fabricated G.I. pipes mth di&rait lotgth as per drawing. The joints should be with the best quality pipejoining sets of required size comprises of60mm thick black moulded rubb» gasket necessary nuts, bolts and washer. Everyjoint should be leak proofand should be completed in all respect fiom foot valve to the pump flange for suction side and Iran deliveiy flange is the water flow through at proper F.S.L for the delivery side. The pipes lines with accessOTies must be proper painting.
40
-
976.82
... More
Starter Stand: Supply & Installation ofMS Starter Stand made of MS Angle of size S0mnix5Chmnx5nim including ofprovidence C.C Block Foundation Car installation of staito^ stand along with the required cement concrete works
etc. Die work includes painting ofthe starter stand with 1 (one) coat ofred oxide metal primer to be followed by 2(Twd) coats of anticorrosive smoke grey paint to be applied after air drying ofeach previous coat.
3
-
8615.67
... More
Installation of Earth Station including supply of Earth continuity conductor materials, ooction, crmncclion ofEarth Station with G J pipe of40mm dia. x 2Mt long with reducing sodeets, nuts & bolts etc as per I.E Rule, connecting the motor etc by 8 SWG G J wire throng perforated G.I pipe with 12mm dia. holes all over the body ofG.I pipe of standard spacing pointed at bottom end.For earth centinuity conductor required ofsalt, charcoal to be used in the
earth station.
1
-
7351.19
... More
Laying and connection of cables such as Feeder cable, priming motor cable, lighting cable etc. 16 sqmm x 3 Core
48
-
786.16
... More
Laying and connection of cables such as Feeder cable, priming motor cable, lighting cable etc. 6 sqmm x 2 Core
25
-
605.24
... More
Supply, Fitting and Fixing of Primming Pumpset with accessories Kirloskar / Crompton Make 1 H.P Electric Driven Centrifugal Mono-Block Pump Set (Suction-50 mm dia. &
Suction-40 mm dia.)
1
-
12633.08
... More
Heavy duty G.I. pipe 50 mm 0, NTL/TATA/Equiv. Make
conforming to IS. specification.
42
-
755.6
... More
Brass Metal Foot Valve,5 0 mm 0( B/Q)
1
-
4171.3
... More
Heavy duty G.I. pipe 40 mm 0, NTL/TATA/Equiv. Make
conforming to I.S. specification
46
-
551.8
... More
G.I. Elbow, 50 mm 0
6
-
262.2
... More
G.I. Socket,5 0 mm 0
6
-
214.52
... More
G.I. Union Socket,5 0 mm 0
6
-
357.54
... More
G.I. Elbow,40 mm 0
6
-
208.57
... More
G.I. Nipple. 40 mm 0 x 75 mm Long
6
-
95.34
... More
G.I. Socket. 40 mm 0
6
-
83.43
... More
G.I. union socket,4 0 mm 0
6
-
321.79
... More
Teflon Tape
4
-
59.59
... More
Hole Tight. 500 gm tin
8
-
560.15
... More
Job Item Installation, fitting, fixing of 1.0 HP mono block pump set (excluding cost ofpump set), pipes and accessories for priming
system at each point of a ELIS. The job consists of supply and fitting ofitems like Flexible PVC pipe, GI pipe, GI Tee, GI Elbow, GI Nipple, GI Socket Bronze valve, Foot valve, PVC insulated copper conductor etc and labour charges.
1
-
29704.33
... More
Supply and Fabrication of Surge Tank MS sheet 6 mm thick for Surge tank of size 1.5 M dia x 2 M height(As per Sub Analysis -1)
823.57
-
83.43
... More
GI pipe for riser, 80 mm dia
4
-
1010.65
... More
GI Flange ,125 mm dia
3
-
715.08
... More
125 mm dia x 90° G.I. Bend
6
-
5124.74
... More
125mm dia x 1.5 m long G.I. pipe with both side flange
3
-
6674.08
... More
CIDF Sluice Valve 125 mm Dia
1
-
42872.62
... More
Pipe joining set complete with 6mm thick mouled Rubber Gasket, MS Nuts & bolts with washer suitable for 125 mm dia flanged type.
9
-
536.31
... More
MSDF Short pipe 300mm dia x 2 mtr long
2
-
27173.04
... More
Cost of cutting MS plate @ 30% on material cost (MS)
1
-
20612.15
... More
Cost of welding MS plate @ 40% on material cost (MS)
1
-
27482.86
... More
Cost of painting with anticorrosive Red Oxide enamel paint to the surge Tank @ 10% on material cost (MS)
1
-
6870.72
... More
Cost of fitting fixing of the Surge tank at site with skilled labour as directed @ 10% of material cost
1
-
6870.72
... More
Add contractor’s profit @ 10% on item no.1 to item no 12 i.e.on Rs.97366.64
1
-
19232.89
... More
Construction of Platform For Surge Tank 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. 2.8.1 All kinds of soil.
16.31
-
308.06
... More
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
1.88
-
2320.98
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) .
1.08
-
7338.61
... More
Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
10.84
-
787.52
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
513.85
-
96.28
... More
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
19.52
-
330.72
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
10
-
653.33
... More
Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
7.56
-
916.87
... More
Columns, Pillars, Piers, Abutments, Posts and Struts .
12
-
863.71
... More
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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
3.3
-
8982.59
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
2.38
-
10938.06
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
0.69
-
9141.43
... More
15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand)
13
-
364.82
... More
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
13
-
133.01
... More
Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.
13
-
130.54
... More
Electrical part
-
-
-
... More
Drawal of 11Kv HT Line & Erection of 100 kVA Transformer Surveying and finalising the suitable tapping point in existing nearby 11 kV line in consultation with APDCL and Departmental Officers, marking the alignment of the line considering Right of Way, Feasibility etc. as required and as directed
Analysis for 0 to 500 M Length
1
-
6113.93
... More
Jungle cutting including cutting of branches of trees and reclining Bamboos along the alignment of the over headline providing clearance 1.5 M either side and above the line as directed. Clearance must be ensured at the time of charging the line
600
-
47.67
... More
Supplying & Erection of PSC Pole conforming to IS 1678 of Standard Dimension and of following lengths for overhead Electric Lines including digging of Earth Pit (0.75m × 0.5m) to a depth ⅕th of the Pole Length with a PCC Base Plate of size 60 cm × 60 cm × 12 cm at the bottom, refilling as specified with hard ramming as directed
POLE LENGTH 9.75 Metres With Boulder (size 150 mm to 200mm) packing - refilling the voids with Hard Soil for 6 or more poles
4
-
17042.74
... More
11 kV PIN INSULATOR: POLYMERIC
Supplying and Erection of 11 kV Polymeric Pin
Insulator 5 kN on T Cross Arm/ Channel along with GI
Pin, GI Nuts & Bolts including Drilling of Holes as
directed
2
-
774.67
... More
11 KV GI T CROSS ARM: Supplying and erection of GI T Cross Arm for 11 kV Line on PSC Poles along with Clamps, Nuts & Bolts including drilling of necessary holes as directed
2
-
2113.06
... More
DISC INSULATOR: POLYMERIC
Supplying and Erection of 11 kV Polymeric Disc Insulator 45 kN on existing Hardware Fitting on Cross Arm as directed
15
-
800.89
... More
CONDUCTORS: Supplying, Laying and Erection of Conductors of following size and specification for Overhead Line, binding to Insulators and Tensioning with Uniform Standard Sag including Jumpering connection as
directed
AAA CONDUCTORS
AAA Raccoon Conductor - 7/3.81 mm
60
-
191.4
... More
11 KV HT STAY SET
In Hard Soil with Boulder Supplying and Erection of 11 kV HT Stay Set comprising of 19mm dia × 1.8 m Stay Rod, Anchor Plate, Bow, Thimble etc. including supply and erection of 7/10 SWG G I Stay Wire and 11kV Guy Insulator complete including digging of Earth Pit of size (0.9m × 0.9m) to a depth of 1.4 Metre, placing the Stay Rod with Plate, fixing thimble, bow etc. with Boulder packing (size 150mm to 200mm) and hard ramming to fill up half the pit and filling with hard soil packing upto the Ground Level as directed
2
-
3737.48
... More
LIGHTNING ARRESTOR: Supplying and Erection of Metal Oxide gapless Lightning Arrestor of following specification on MS
Channel with Clamps, Nuts & Bolts including drilling of holes and making of necessary connection with Line Conductors as directed. 9 kV, 10 kA with Polymer body
4
-
8778.8
... More
11 kV GANG OPERATED SWITCH: Supplying, Fitting and Erection of 3-φ 11 kV Gang Operated (G.O.) Air Break Switch having nominal System Voltage of 12 kV, rated Voltage 11 kV, rated Frequency 60 Hz, and peak current in closed position 46 kA, conforming to IS 2544, IS 5340(Part-III) and IS 9921(Part I to V) suitable to opearate in all climatic condition of following current ratings on existing Channels complete with Operating Pipe and Handle including making of necessary Electrical Connections as directed.
400 Amps
2
-
23887.25
... More
11 kV Drop Out(DO) Fuse Unit: Supplying and Erection of 3-φ 11 kV Drop Out (D.O.)
Fuse Unit rated voltage 11 kV R.M.S. To 12 kV
R.M.S., highest System Voltage 12 kV, each pole consisting of Polymeric insulator, all current carrying parts made of a highly conductive copper alloy and contact portion are silver plated for corrosion resistance and efficient current flow and the fuse tube made of fibre glass coated with ultraviolet inhibitr on the outer surface and having Arc Quenching bone fibre liner inside conforming to IS 9385/1983 of following current ratings on existing Channels complete with Barrel Fuse and making of necessary Electrical Connections as directed.
400 Amps
2
-
11649.85
... More
ANTI CLIMBING ARRANGEMENT: Supply & Erection of Anti Climbing Barbed Wire on
Poles at a height of about 3 Metres and covering a length of 1.5 Metre as directed
2
-
378.99
... More
GI Channel CROSS ARM: Supplying and erection of GI Angle Cross Arm on Poles along with GI Clamps, GI Nuts & Bolts including drilling of necessary holes as directed Of Size 75mm × 40mm × 6mm × 1100 mm
4
-
2051.09
... More
Of Size 100mm × 50mm × 6mm × 3200 mm
2
-
5531.14
... More
GUARDING AT ROAD CROSSING/ LINE CROSSING
Supplying and Erection of 8 SWG GI Guarding Wire on existing MS Angle Cross Arm with 5 Nos. of Longitudinal String and Cross Lacing 1.5 m at intervals of 50 cm including tensioning with proper sag as directed (Village Road)
15
-
323.53
... More
SUPPLY & ERECTION OF EARTH PIPE:
Supply & Erection of C.I. Earth Pipe 100 mm dia × 2.5 Metre long perpendicular to the ground including digging of Earth Pit, putting Salt and Charcoal in alternate layers surrounding the pipe along withfitting of hinged CI top Cover Plate and necessary C.C. work as directed
6
-
6028.12
... More
G I EARTH WIRE: Supply & Erection of G.I. Earth Wire and Earthing of different Substation Items by connecting the existing
Earth Pipes with G. I. Lugs as directed
with 6 SWG G I Wire
60
-
57.44
... More
TESTING & COMMISSIONING OF HT LINE: Testing and commissioning of the 11kV line including making payment for necessary Inspection Fee and obtaining charging approval from competent authority (Electrical Inspectorate) as directed
1
-
8483.23
... More
ERECTION OF TRANSFORMER: Supply including Erection of 5 Star ON-AN (Oil
Natural, air Natural) Cooled Al/ CU-wound
Distribution Transformer conforming to IS
specifications 2026 (with latest amendments) with all standard accessories erected on double pole structure/ transformer pad including transportation and handling, loading and unloading etc,, securing it on existing Channel firmly with necessary clamps, nuts & bolts . as required, and making necessary connections on HV and LV sides as directed (Cost of DP structure /Pad extra )
Capacity : 100 kVA, 11 kV/0.433 kV (5 Star Dyn) - Al wound
Cost including Supply of Transformer
1
-
443623.71
... More
SECURITY FENCING AROUND SUBSTATION: Providing Security fencing around the S/S with GI chain link net, woven with 10 SWG wire with mesh 7.5cm × 7.5cm to be erected on GI angle 40 mm × 40mm × 5mm, with necessary C C grouting, with a fencing height of 1.8 mtr, having a hinged door,
fabricated with flat GI strip boundary and cross
bracing, complete including supply of all materials, excavation refilling etc as reqd and as directed.
28.8
-
1675.67
... More
LAYING OF LT/HT POWER CABLES: Supply and Laying in Air/ Open Trench
Supply and Laying of Single Core PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor in existing open trench/ in air including fixing with necessary clamps etc. in wall/ pole/ other support including End Termination with Brass Compression Gland and Cable Lug as required and as directed
Size of Cable : 50 Sq mm × 1 core(4 line)
200
-
413.79
... More
LT FEEDER PANEL
Supplying including erection of powder coated LT Feeder Panel for 25 kVA DTR (800mm × 1000mm × 400mm) made of 16 SWG CR sheet and 40mm × 40mm × 6mm MS angle having CR sheet roofing containing Cu Busbar and 1 no 63 A 415 V FP MCCB, making necessary connection through copper cable complete as directed.
1
-
50019.85
... More
LTCT TRIVECTOR ELECTRONIC ENERGY METER: Erection & Commissioning LTCT Trivector electronic
energy meter including making necessary payment to APDCL for CTs, meter security etc. as reqd and as
directed.
1
-
27941.75
... More
DOCUMENTATION: Liaisoning with APDCL, Forest Department, Electrical Inspectorate etc. right from start till Commissioning of the HT Line/Substation, Preparation of all necessary documents like Agreement and Affidavit
required for new Power Connection, obtaining No Objection Certificate from Forest Department where necessary complete all arrangement for charging the Installation as required and as directed.
1
-
13109.8
... More
TESTING & COMMISSIONING OF TRANSFORMER: Testing and commissioning of the Substation alongwith obtaining necessary approval for charging from competent authority including payment of Inspection Fee, Arranging for Test Report etc. as required and as directed for following kVA Capacity
Capacity : 100 kVA, 11 kV/0.433 kV
1
-
24014.77
... More
Load Security payable to APDCL
46
-
2835.15
... More
LT 4 Wire 415 V Overhead Line
SUPPLYING AND ERECTION OF PSC POLE: Supplying & Erection of PSC Pole conforming to IS 1678 of Standard Dimension and of following lengths for overhead Electric Lines including digging of Earth Pit (0.75m × 0.5m) to a depth ⅕th of the Pole Length with a PCC Base Plate of size 60 cm × 60 cm × 12 cm at the bottom, refilling as specified with hard ramming as directed
POLE LENGTH 8.5 Metres Erected in 1:3:6 CC Foundation (0.45cm × 0.45cm) upto 30cm above GL for 6 or more poles
2
-
16756.71
... More
INSULATORS
LT PIN INSULATORSupplying and Erection of LT Pin Insulator 5 kN on Cross Arm along with GI Pin, GI Nuts & Bolts with washer including Drilling of Holes as directed
6
-
243.13
... More
GI ANGLE CROSS ARM: Supplying and erection of GI Angle Cross Arm on Poles along with GI Clamps, GI Nuts & Bolts including drilling of necessary holes as directed of Size 50mm × 50mm × 6mm, 600 mm long
2
-
1999.84
... More
CONDUCTORS: Supplying, Laying and Erection of Conductors of following size and specification for Overhead Line, binding to Insulators and Tensioning with Uniform
Standard Sag including Jumpering connection as
directed
AAA CONDUCTORS
AAA Raccoon Conductor - 7/3.81 mm
154
-
191.4
... More
LT STAY SET
In 1:3:6 CC Foundation Supplying and Erection of LT Stay Set comprising of Stay Rod, Anchor Plate, Thimble etc. in 1:3:6 CC foundation including supply and erection of 7/12 SWG G I Stay Wire and Guy Insulator complete including excavation, refilling with hard soil and hard ramming as directed
2
-
4845.86
... More
ANTI CLIMBING ARRANGEMENT: Supply & Erection of Anti Climbing Barbed Wire on
Poles at a height of about 3 Metres and covering a length of 1.5 Metre as directed
2
-
378.99
... More
TPN Main Switch (SDFU - Switch Disconnector Fuse Unit) Wall
Mounting Type
Supplying including fitting, fixing & connection of TPN Main Switch (SDF) with HRC Fuses, 415 V AC, in Sheet-Steel Housing of following current ratings to be fitted in existing Angle Iron Frame/Wall with Clamps, Nuts & Bolts and all other necessary materials as directed including drilling of holes as required
160 A
1
-
20749.24
... More
LAYING OF LT/HT POWER CABLES
Supply and Laying in Air/ Open Trench
Supply and Laying of Single Core PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor in existing open trench/ in air including fixing with necessary clamps etc. in wall/ pole/ other support including End Termination with Brass
Compression Gland and Cable Lug as required and as directed Size of Cable : Size of Cable : 50 Sq mm × 1 core(4 line)
60
-
413.79
... More
50 mm2 × 3.5 Core: Supply and Laying of PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor of size 50 mm2 × 3.5 Core in Single line ,Conforming IS 7098(Part I) 1988, direct in ground including digging of trench of 0.3 Mtr wide × 0.75 Metre deep including Sand Cushioning (7.5 cm + 7.5 cm) and refilling alongwith fitting, fixing of Brass Compression Gland and Aluminium Cable Lug etc. as
directed
30
-
1202.53
... More
MLTPB Installation
Supplying, installation, testing & commissioning of indoor type floor mounted, cubicle type compartmental, dust and vermin proof (as per IP-54) main LT Control Panel Board of following capacity combination and of given size, made out of 16 SWG CR Sheet and 40mmх40mmх6mm angle having four nos. of legs 400 mm long at the bottom, with folded and welded construction having dismantling doors at the back, surface chemically treated and Siemen's grey powder coated, containing Al. strip busbar having minimum current density of 1.2 Amp/mm2 R-Y-B-N colour coded with heat
shrinkable insulating sleeves containing all incoming and outgoing electrical accessories as specified, neatly installed and internally wired with best quality multi-strand, PVC insulated Single core unsheathed, HRFR copper wire (switch gears above 100Amp rating to be connected to busbar through Aluminium strip of suitable size) having cable incoming & outgoing provision at the bottom through gland plates complete including necessary excavation of trench and C C Work as directed
Main LT Panel Board Suitable for operation of 3 х 20 HP Pumpset
Size :1200 mm(B)х 1200 mm(H)х 400 mm(D)
Electrical accessories :-
1 FP, 415 V 125 Amp MCCB with Short Circuit & Overload
Protection, Breaking Capacity 35 / 36 kA as main incomer 1 No
2 TP, 63A, 415V , AC Motor Control Switch(SDF) with 63A HRC Fuse 2 Nos.
3 Air Break Contactor, TP 32 A, 415 V, AC for Capacitor Duty 2 Nos.
4 TP, 415V 32 Amp, MCB for Power Capacitor 2 Nos.
5 M.I. Voltmeter, 0-500V, 1% accuracy 96mm х 96mm size 1 No
6 Voltmeter Selector Switch, 4 position, 10/15 Amp 1 No
7 M.I. Ammeter, CT operated, 1% accuracy 96mm х 96mm size a) 0 - 100 Amps for Incoming Side 1 No
b) 0 - 60 Amps for Outgoing Motor Feeder 2 Nos.
8 Ammeter Selector Switch, 4 position, 10/15 Amp 3 Nos.
9 Analog Power Factor Meter, 96mm х 96mm size 1% accuracy 1 No
10 Current Transformers for metering purpose Accuracy Class I
a) CT, 100/5 for incoming side 6 Nos.
b) CT, 60/5 for outgoing side 6 Nos.
11 LED type Pilot Indicating Lamp 25 mm 3 Nos.
12 DP, 250V, 16A, MCB with breaking capacity 10kA for lighting purpose
1 No
13 SP, 250V, 1A, MCB with breaking capacity 10kA for meter protection
3 Nos.
14 Aluminium Busbar, 25 mm × 5 mm 1 Set
15 On and Off Push Button Switch 2 Set
1
-
220518.75
... More
PIPE EARTH STATION
Supplying & Erection of Pipe Earth Station including supply of all materials with G I Pipe of following size perforated all over the body with 12 mm dia hole at standard spacing with necessary reducing socket, locking arrangement with hinge cover plate, funnel G I Nuts & Bolts etc. with necessary enclosure on the top including excavation and refilling as required and as directed. Earth Station with 40 mm dia × 2.5 Metre long G.I Pipe
2
-
9001.67
... More
G I EARTH WIRE Supply & Erection of G.I. Earth Wire and Earthing of different Substation Items by connecting the existing Earth Pipes with G. I. Lugs as directed with 6 SWG G I Wire
60
-
57.44
... More
STARTER CABLE & PF CORRECTION
Supply and Laying of 3(Three) Core PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor in existing open trench/ in air including fixing with necessary clamps etc. in wall/
pole/ other support including End Termination with Brass Compression Gland and Cable Lug as required and as directed. Size of Cable : 35 mm2 × 3 Core ( Single Line)
30
-
704.35
... More
LT CAPACITOR BANK Supplying fitting fixing of LT Power Capacitor 415 Volt AC 3 φ (Single Unit) of following KVAR Rating and making connection with Busbar in
the existing Panel. The Capacitor is to be placed in existing Platform.
6 kVAR
2
-
3946.05
... More
IRON ANGLE STAND FOR CAPACITOR BANK Supplying fabrication and erection of Iron Angle Stand for erection of LT Power
Capacitor made of M S Angle of size 30 mm x 30 mm x 5 mm with 4 Nos. legs 400 mm
high and cross pieces having Bakelite Sheet Horizontal Platform as directed
Size of the Frame : (1200 mm × 300 mm) × 400 mm
2
-
11322.1
... More
EXTERNAL ILLUMINATION
Supplying including fitting, fixing & connection of TPN Main Switch (SDF) with HRC Fuses, 415 V AC, in Sheet-Steel Housing of following current ratings to be fitted in existing Angle Iron Frame/Wall with Clamps, Nuts & Bolts and all other necessary materials as directed including drilling of holes as required
63 A
1
-
17555.21
... More
Supplying & Erection of Swaged Type Steel Tubular Pole of following lengths and specifications for overhead Electric Lines with necessary Base Plate and Top Cap including digging of Earth Pit to a depth ⅕th of the Pole Length, refilling and necessary CC work (45cm x 45 cm) in 1:3:6 proportion from bottom upto 45 cm above the Ground Level with hard ramming including painting of the pole as
directed
Steel Tubular Pole 410 SP-9, 7.5 m long (IS 2713-Part III 1980)
1
-
28090.73
... More
Supply and Laying of PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor in existing open trench/ in air including fixing with necessary clamps etc. in wall/ pole/ other support as required and as directed Size of Cable : 10 Sq mm x 2 core
60
-
345.62
... More
Miscellaneous Items PVC Flexible conduit (ISI approved make and quality) 25 mm
30
-
71.51
... More
PVC Conduit pipe (Berelia or Equivalent) thickness 1.5 mm, 25 mm
40
-
71.51
... More
PVC Elbow 25 mm
5
-
14.3
... More
PVC Bend 25 mm
5
-
17.88
... More
PVC Junctin Box 25 mm, 4W
2
-
35.75
... More
PVC Tee, 25 mm
4
-
12.51
... More
PVC Board (Best quality) 100 mm x 150 mm
3
-
303.91
... More
Flush Type Switch (ISI approved)
5 Amp
6
-
85.81
... More
15 Amp
2
-
210.95
... More
Flush Type Socket 3 pin, 5 Amp
2
-
125.14
... More
Flush Type Switch Socket 3 pin, 15 Amp (5 pin)
2
-
411.17
... More
Pendent holder
2
-
35.75
... More
Ceiling Rose
1
-
53.63
... More
Solvent Cement 100 ml bottle
2
-
105.47
... More
Incandescent Bulb (BAJAJ/PHILIPS) 60 W
2
-
42.9
... More
Single core copper conductor (Flxible) Industrial cables FR-LSH compound insulated 1100 volts conforming to IS:694 Havells/Crystal
1.5 Sqmm
30
-
46.48
... More
Mseal for general purpose
1
-
1305.02
... More
MS Screw (Assorted size)
2
-
168.04
... More
PVC Tape (25 mtr roll)
4
-
126.93
... More
Black/Red Electrical resistant rubber sheet one side chequrred & other side with cloth finish tested upto 15 KVAR as per ISS of ISI approved 1.81 mtr (L) x 0.9 tr(B)x10 mm (T)
3
-
547.04
... More
Danger Plate suitable for 11 KV line conforming to IS 2552/1963 of size 250 mm x 200 mm
3
-
143.02
... More
Danger Plate suitable for 11 KV line conforming to IS 2552/1963 of size 250 mm x 200 mm
4
-
125.14
Evaluation Notes How It Works ?
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