Irrigation Department Tender
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Costs
EMD
₹ 2,95,356Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ID_39149_51Bid 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
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BOQ Items
Item No. 3 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.
22.45
-
13394.96
Item No. 4 CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 6 mm to 20 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately)
12.55
-
11209.41
Item No.5 Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered). for Wing wall , abutment wall
19.68
-
559.95
Beam (Plinth)
8.53
-
227.7
Tank Slab & Wall
24
-
380.66
Item No.6 12 mm cement plastering including clearing surface and curing, complete as directed. (i) In proportion 1:3
48.76
-
308.8
Item No.7 Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge.
30.6
-
514.81
Item No.8 White washing with lime to give an even shade : New work (three or more coats)
48.76
-
35.23
Construction of Control Room
-
-
-
Item No. 1/6.10 : Earth work in excavation for foundation trenches including filling up sides of trenches and removal of spoils after completion of foundation , dressing, ramming, shoring etc. complete including bailing out water where necessary in ordinary soil.
1.71
-
386.25
Item No. 2/10.3(A)(i) : CC Work in proportion 1:3:6 in foundation /abutment/ pier/wing walls etc. with hard broken stone aggregate of size 13 to 38 mm including curing with necessary shuttering , Scafolding etc. where necessary, complete as directed. (shuttering where necessary shall be measured and paid separately).
0.43
-
9536.1
Item No. 3 /13.1: 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed.(i) in proportion 1:4
2.78
-
13115.9
Item No. 4/4.10 :Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from
2.15
-
402.31
Item No. 5 /6.28: River sand filling in plinth, canal bed, canal slopes, bases of structure, etc in layers not more than 150 mm thick including necessary carriage, watering etc,complete as directed as specified.
3.1
-
2066.17
Item No. 6/12.4 : 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.
0.7
-
13261.44
Item No. 7/9.1:Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered).
6.23
-
554.36
Item No. 8 /10.2 (C) (I): CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately)
0.57
-
10338.72
Item No. 9/13.1 : 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 1:4)
2.33
-
13115.9
Item No. 10 /14.2.II: 12 mm cement plastering including clearing surface and curing, complete as directed.
46.06
-
287.6
Item No. 11/10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
49
-
84.84
Item No. 12/12.1 : Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
12.58
-
1060.99
Item No. 13/10.11.1 : Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top/centre hung , with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted,including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1
35.42
-
190.56
Item No. 14/13.42 : Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.
29.1
-
100.62
Item No. 15/18.2 : Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.
5.63
-
818.46
Item No. 16/11.5 : 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete
5.69
-
1007.45
Construction of Main Canal
-
-
-
Item No. 1 Earthwork in excavation trenches of walls, retaining walls, footing of columns,steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mentioned in the approved drawing and complete as directed and specified.
210
-
729.21
Item No. 2 CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 25 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
26.25
-
10436.26
Item No. 3. 1st class brick work in cement mortar in prop 1:4 in abutment and wing wall,parapet wall etc including racking out joints and curing etc, Complete as directed.
150
-
13512.02
Item No. 4 River sand filling in plinth,canal bed,canal slopes, bases of structure,etc in layers not more than 150 mm thick including necessary carriage ,watering etc, complete as directed as specified.
71.25
-
2128.57
Item No. 5 Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing
150
-
843.18
Item No. 6 CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing including dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
15
-
11054.22
Item No. 7 12 mm thick cement plastering in prop 1 :3 including cleaning surface and curing complete as directed.
775.65
-
314.96
Item No. 8 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)110 mm dia.
15
-
771.92
Item No. 9 Centering and shuttering including propping etc where necessary and removalof forms after completion of CC and RCC works, complete as directed.(Measurement to be taken on the face area timbered).(A) Shuttering (Slab).
12.48
-
388.25
Item No. 10 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.
1.68
-
13661.96
Item No. 11 RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
1.58
-
10294.8
Item No. 12 CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 25 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
1.7
-
10436.26
Construction of Branch Canal
-
-
-
Item No. 1 Earthwork in excavation trenches of walls, retaining walls, footing of columns,steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mentioned in the approved drawing and complete as directed and specified.
403.34
-
729.21
Item No. 2 CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 25 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
56.28
-
10436.26
Item No. 3. 1st class brick work in cement mortar in prop 1:4 in abutment and wing wall,parapet wall etc including racking out joints and curing etc, Complete as directed.
241.2
-
13512.02
Item No. 4 River sand filling in plinth,canal bed,canal slopes, bases of structure,etc in layers not more than 150 mm thick including necessary carriage ,watering etc, complete as directed as specified.
147.4
-
2128.57
Item No. 5 Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing
254.6
-
843.18
Item No. 6 CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing including dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
32.16
-
11054.22
Item No. 7 12 mm thick cement plastering in prop 1 :3 including cleaning surface and curing complete as directed.
1313.5
-
314.96
Item No. 8 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)110 mm dia.
15
-
771.92
Item No. 9 Centering and shuttering including propping etc where necessary and removalof forms after completion of CC and RCC works, complete as directed.(Measurement to be taken on the face area timbered).(A) Shuttering (Slab).
7.5
-
388.25
Item No. 10 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.
2.18
-
13661.96
Item No. 11 RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
1.84
-
10294.8
Construction of Supporting Pillar
-
-
-
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. All type of soil except soil mixed with gravel and boulders
For normal lead of 30m and lift of 1.50m
6.1
-
365.99
Item No. 2 : Soiling in foundation floor at all levels including filling interstices,ramming etc. complete as directed and of specified thickness with 9 cm brick on flat including sand packing.
8.1
-
826.7
Item No. 3: C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc.where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).
0.8
-
9632.12
Item No. 4 : R.C.C. work in slab, abutment cap and above abutment, pier cap,pedestals, 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 necessary curing etc. complete as directed with necessary timber shuttering ,scaffolding etc. where necessary complete as directed.( shuttering, scaffolding will be paid separately).
3.59
-
11915.57
Item No. 5: Centering and shuttering including propping etc. where necessary and removal of forms after completion of C.C. and R.C.C. works as directed complete (measurement to be taken on the face area timbered)
Column
39.2
-
380.66
Item No. 6 : Supplying, fitting, fixing and laying reinforcement (TATA approved quality ) in position in R.C.C. work, including cutting, bending, cranking with two plies 0.91mm (20 BWG) annealed wire hooking tying complete as directed.
2.33
-
13394.96
Item No. 7: 12 mm thick cement plastering including clearing surface and curing complete as directed in prop. 1:4
32.7
-
290.5
construction of Sign Board
-
-
-
Item No. 1 : Supply of sign board made of 1.60mm thick MS iron sheet fitted with steel frame of size 1.05 m x 0.75m fixed with 2 Nos. 50mm dia GI (medium) pipes 2.10m above and 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed.
1
-
12875.68
Mechanical part
-
-
-
Supply & Fabrication of Steel Floating Barge including Anchoring Supply, fabrication, launching & commissioning of M.S. Floating
Barge of size: 4.57 m x 3.81 m x 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 made using M.S.Pipe of size 25 mm dia.
M.S.Ballard as well as Manhole is to be provided as directed & as per drawing. 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:5.50 MT (Approx.)
1
-
1555871.67
Supply and Installation of Three Nos. of 20 HP New Pump Sets with Electric Wiring along with Supply, Fixing and Laying of Suction and Delivery Pipe Line, fabrication of Starter Stand and necessary Earthing. Centrifugal pump set with 60 / 70 LPS minimum discharge at 10.35 Mtrs Head, working efficiently 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
.
MOTOR : Conforming to IS : 325 - 1978
1. Make : MARATHON/ LUBI/ Kirloskar/ Crompton/ Havells
2. Type / Model : Squirrel cage TEFC
3. HP : 20 HP
4. RPM : 1450
5. Supply Voltage / Phase / Cycle : 415 V ± 10% 3 PH/ 50 Hz
6. Class of Motor Insulation : F
PUMP :- Conforming to IS : 6595 Part – I
1. Make : LUBI/ Kirloskar
2. Type : Horizontal Axially Split Casing
3. Model : LHC 125 -250/ UP-125/30 A
4. Size ( Suction X Delivery ) : 150 mm x 125 mm
5. Head Range :7.62 – 13.71 M
6. Pump Input : 10.81 KW
7. Efficiency at duty Point : 78 %
STARTER SUITABLE TO RUN ABOVE PUMP SETS:
1. Make : BCH/ Havells/ Equivalent
2. Model : NASALLEM
3. Type : FASD
4. Relay Range : 13 – 21 A
BASE FRAME : Best quality MS frame of required size and shape for complete pump set.
COUPLING : Best quality coupling of required size suitable for the pump set @ Rs. 220053 X (1.18/1.12)=Rs. 231841.24 (Adding 18% GST)
2
-
234159.65
Fabricated MSDF Short Pipe : Fabricated M.S. Short Pipe with both ends M.S. flanged having drilled as per BSS No. 10, Part-1, Table-D. Fabricated M.S. Pipes are made from M.S. plate of 6mm thick after cutting by oxy—acetylene flame in proper size and shape by bending and properly welded by Electric Arc welding. The M.S.flanges are to be welded at both ends and aligned properly. The whole assembly should be leak proof and good surface finished. Size: A. iii)125mm dia x 1.00 Mtr. Long
2
-
4575.65
B. i) 125mm dia x 0.30 Mtr. Long
2
-
3511.55
C.viii) 150mm dia x 1.00 Mtr. Long
2
-
5958.99
D.ix) 150mm dia x 2.00 mtrs. Long
2
-
8300.02
Fabricated heavy duty G.I. 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, of size 150mm dia x 3.00 Mtr. long
60
-
11918
CI Foot Valve: Heavy Duty CI Foot Valve, Flange type, the holes of the flange should be drilled as per BSS No. 10, Part-1, Table-D. The materials of construction and all components of the Foot Valve should strictly conform to IS : 10805 - 1986 and having marked with manufacturer’s name and trade mark. (Size: 150mm dia)
2
-
9683.38
CIDF Sluice Valve of 125 mm dia, Make : Kirloskar/ Upadyaya/Zolato/Venus & Eqv.
2
-
10816.65
CIDF Reflex Valve of 125 mm dia, Make : Kirloskar/ Upadyaya/Zolato/Venus & Eqv.
2
-
10853.89
Fabricated heavy duty G.I. Bend 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, of size 150mm dia x 45º
6
-
5124.74
Fabricated heavy duty G.I. Bend 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, of size 150mm dia x 90º
2
-
5124.74
Fabricated heavy duty G.I. Reducer to IS– 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole ( size 150mm to 125mm )
2
-
808
Flexible Rubber Hose Pipe 150 mm nominal Dia X 7.5 M Length
4
-
22878.3
Best quality PVC insulated unsheathed single core copper conductor cable(working voltage upto 1.1KV of ISI approved make. Size: 7/16 S.W.G
45
-
715.08
PVC insulated unsheathed copper conductor wire of single core of reputed make of ISI approved for working voltage upto 1.1kV: b) 2.5 sq mm size.
10
-
71.51
Heavy duty Steel wire rope, steel core tested quality, non galvanized 6/19 construction as per IS 2266-2002.
iii. 19 mm Dia
100
-
425.64
U Clamp 16 mm dia
8
-
181.8
M.S. Anchor 5 prong. (Heavy Duty) Approx. weight 30 (thirty) Kg.
1
-
10607.02
Anchor chain (close link) a) 16 mm dia
20
-
1668.52
Job Items Installation of Centrifugal Pump set (Horizontal Split casing type, size: 150 mm(suction) x 125 mm dia. (delivery) of 60 LPS minimum discharge at 18.00 Mt head coupled with 3 ph, 415 V, 50 Hz, 1450 RPM squirrel cage induction motor of 20 HP complete set. The job includes necessary transportation of pump set to the site and installation of C.C. block foundation in proper position with accurate alignment by means of foundation nuts and bolts complete with all works.
2
-
26537.54
Fitting, fixing and laying of G.I. Pipes with Accessories:
Laying, fitting, fixing and connection of suction pipe line for each pump set with 150mm dia. G.I. pipes of different length, fabricated G.I. pipes with different length, fabricated bends, tapper including foot valve for suction side. Reflex valve, sluice valve for delivery side of each pump set with 125mm dia. G.I. pipes with different length, bends, fabricated G.I. pipes with different length as per drawing. The joints should be with the best quality pipe joining sets of required size comprises of 60mm thick black moulded rubber gasket, necessary nuts, bolts and washer. Every joint should be leak proof and should be completed in all respect from foot valve to the pump flange for suction side and fr4om delivery flange is the water flow through at proper F.S.L for the delivery side. The pipes lines with accessories must be proper painting.
180
-
976.82
Starter Stand: Supply & Installation of MS Starter Stand made of MS Angle of size 50mmx50mmx5mm including of providence C.C Block Foundation for installation of starter stand along with the required cement concrete works etc. The work includes painting of the starter stand with 1(one) coat of red oxide metal primer to be followed by 2(Two) coats of anticorrosive smoke grey paint to be applied after air drying of each previous coat.
2
-
8615.67
Supply and Installation Supply, Fabrication, Installation and Commisssioning at site including painting of shutter assembly of cross regulator/head regulator gates of different size made of 6 mm thick MS Skin Plate, with 10 mm dia hole to be drilled at an interval at an inteval 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 (3 No.s of Gates)
1.5
-
36350.6
Primming System : Electric motor driven vacuum pump set, water ring type mounted on common base frame and coupled by means of flexible coupling capable of handling minimum 14 litre of free air per second ( 0.084 cubic metre per minute ) and to produce minimum vacuum of 600 mm of mercury ( approx. ) coupled with 3 HP , 440 / 400 V, 3 ph, 50 cycles Induction motor. The pump should have specific suction & delivery provided with vacuum gauge complete. Vacuum Pump set & Starter should be of reputed brand and as per IS Specification.
MOTOR :- Conforming to IS : 325 - 1978
1. Make : MARATHON/ LUBI/ KSB/ Kirloskar
2. Type / Model : Squirrel cage TEFC
3. HP : 3 HP
4. RPM : 1450
5. Supply Voltage / Phase / Cycle : 415 V ± 10% 3 PH/ 50 Hz
6. Class of Motor Insulation : F
PUMP :- Conforming to IS : 6849
1. Make : Stand-Hi-Vac/ Kirloskar
2. Type : Water Ring
3. Model : SWV -2
4. Size ( Suction X Delivery ) : 25 mm x 25 mm
5. Duty Range : 0.085 M3/ Min, 600 mm of Hg
6. HP consumed :2.46/ 3 HP
STARTER SUITABLE TO RUN ABOVE MOTOR:
1. Make : BCH/ L&T/ Havells
2. Model : MLI
3. Type : DOL
BASE FRAME :- Best quality MS frame of required size and shape for complete set.
COUPLING :- Best quality coupling of required size suitable for the pump set
1
-
61718.13
Job Items Installation, fitting, fixing of 1.0 HP mono block pump set (excluding cost of pump set), pipes and accessories for priming system at each point of a ELIS. The job consists of supply and fitting of items 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
Miscellaneous Items : Gland packing (12 mm dia) asbestos rope (B.Q.)
30
-
333.7
W.B. Grease (Best Quality)
25
-
357.54
M.S. Nuts & Bolts (Assorted Size) B.Q.
12
-
208.57
M.S. Washer (Assorted Size) B.Q.
6
-
143.02
Black Moulded rubber gasket 6mm thick for 125 mm dia flanged pipe
42
-
131.1
Black Moulded rubber gasket 6mm thick for 150 mm dia flanged pipe
20
-
143.02
Emery paper
2
-
214.52
Coir Rope (16mm to 25mm dia)
10
-
214.52
Halite Sheet (1.5 mm to 4mm thick)
10
-
357.54
Washing Soap
3
-
47.67
Waste Cotton (BQ)
10
-
214.52
Hacksaw Blade (12 m x 300 mm)
2
-
297.95
Black/Red Electrical resistant rubber sheet, one side with chequred and other side is cloth finished tested up to 15 KVA as per ISS of ISI approved made size: 1.81M (L) x 0.90M (B) x 10mm (T)
2
-
5124.74
M. Seal (100 grams Pkt)
10
-
95.34
Electrical Part
-
-
-
Jungle cutting including cutting of branches of trees and reclining Bamboos along the alignment of the overhead line providing clearance 1.5M either side and above the line as directed. Clearance must be ensured at the time of charging the line. (Irrg. Elect. SOR Sl No. 6.2)
200
-
47.6
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, Refilling with Hard Soil (Rates for more than 6 poles) (Irrg. Elect. SOR Sl No. 6.3 C. I. (a))
5
-
17017
Supplying and erection of GI Channel Cross Arm of following sizes for 11 kV Line on PSC/ Steel Poles along with GI Clamps, GI Nuts & Bolts including drilling of necessary holes as directed. (Size: 100mm × 50mm × 6mm × 2200 mm) (Irrg. Elect. SOR Sl No.6.5.2.D)
3
-
4237.59
Supplying and erection of MS Angle Cross Arm on
Poles along with Clamps, Nuts & Bolts duly painted
with Anti Corrosive Primer and Aluminium Paint
including drilling of necessary holes as directed of Size 50mm × 50mm × 6mm, 2200 mm long. (Irrg. Elect. SOR Sl No.6.5.3.C)
2
-
2396.66
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. (Irrg. Elect. SOR Sl No. 6.6.3.B)
6
-
773.5
Supplying and Erection of 3-φ 11 kV Gang Operated Air Break Switch of following current ratings on existing Channels complete with Operating Pipe and Handle including making of necessary Electrical Connections as directed. 400 Amps (Irrg. Elect. SOR Sl No. 7.2.B)
1
-
23851.17
SUPPLY AND ERECTION OF AERIAL BUNCHED AND H.T. CABLE: Supply and Erection of 3 × 70 Sqmm(P) + 1 × 50 Sqmm(M) 11 kV Grade Aero Bunched Cable with 3(three) Power core, Stranded compacted, Circular Aluminium Conductor screened with black extruded semi conducting compound natural colour XLPE insulated core screened with black extruded semi conducting compound and one layer of copper tape and covered with black extruded PVC and one Bare messenger wire shall be stranded non-compacted circular aluminium alloy conductor. the cable should conform to IS:8130-1984, IS:398(Part-IV) 1994, IS:7098(Part-II) 2011 & IS:5831-1984 with up to date amendments. The job includes necessary Cable Joint, End Terminations, Anchor Clamp, Supension Clamps, Eye Hooks etc as directed by department. (Irrg. Elect. SOR Sl No. 10. A. b)
200
-
1558.9
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 (Irrg. Elect. SOR Sl No. 6.5.7.A)
2
-
3731.84
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. (Irrg. Elect. SOR Sl No. 7.15)
1
-
8470.42
Transformer Sub Station 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, Refilling with Hard Soil (Rates for more than 6 poles) (Irrg. Elect. SOR Sl No. 6.3 C. I. (b))
2
-
18088
Supplying and erection of GI Channel Cross Arm of following sizes for 11 kV Line on PSC/ Steel Poles along with GI Clamps, GI Nuts & Bolts including drilling of necessary holes as directed. (Size: 100mm × 50mm × 6mm × 2200 mm) (Irrg. Elect. SOR Sl No.6.5.2.D)
8
-
4237.59
Erection & Commissioning LT Whole Current Electronic Energy Meter including making necessary payment to APDCL for Meter Cabinet, Meter Security etc as reqd and as directed. (Irrg. Elect. SOR Sl No. 7.12)
1
-
40341
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 necessary connection with Line Conductors as directed. (Size: 9 KV,10 KA with polymer body) (Irrg. Elect. SOR Sl No. 7.1.D)
3
-
8765.54
Supplying and Erection of 3-φ 11 kV Gang Operated Air Break Switch of following current ratings on existing Channels complete with Operating Pipe and Handle including making of necessary Electrical Connections as directed. 400 Amps (Irrg. Elect. SOR Sl No. 7.2.B)
1
-
23851.17
Supplying and Erection of 3-φ 11 kV Drop Out Fuse Unit of following current ratings on existing Channels complete with Barrel Fuse and making of necessary Electrical Connections as directed. 400 Amps (Irrg. Elect. SOR Sl No. 7.3.B)
1
-
11632.25
Supply & Erection of C.I. Earth Pipe 100 mm dia x 2.5 Metre long perpendicular to the ground including
digging of Earth Pit, putting Salt and Charcoal in
alternate layers surrounding the pipe as directed (Irrg. Elect. SOR Sl No. 7.9.1.B)
1
-
4010.3
Supply & Erection of 8 SWG G.I. Earth Wire and Earthing of different Substation Items by connecting the existing Earth Pipes with G. I. Lugs as directed (Irrg. Elect. SOR Sl No. 7.9.2.B)
80
-
47.72
Providing security fencing around the S/S with GI chain link net,woven with 10 SWG wire with mesh 7.5cmx7.5cm to be erected on GI angle 40mmx40mmx5mm,with necessary C C grouting,with a fench 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 required and as directed (Irrg. Elect. SOR Sl No. 7.16)
28.8
-
1673.14
Supplying including erection of powder coated LT Feeder Panel /Metering Panel for 100 kVA DTR of size (800mm × 1200mm × 400mm) made of 16 SWG CR sheet and 40mm × 40mm × 6mm MS angle having CR sheet roofing containing Cu Busbar and 1 no 200 A 415 V FP MCCB, (50kA) making necessary connection through copper cable complete as directed. (Irrg. Elect. SOR Sl No. 7.11.C)
1
-
79771.65
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 : 70 Sq mm × 1 core(4 line)) (Irrg. Elect. SOR Sl No. 9.1.(A)(ii))
150
-
527.17
Erection of new 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 ) (Irrg. Elect. SOR Sl No. 8.1.3.
A) Capacity : 100 kVA, 11 kV/0.433 kV (5 Star Dyn) - Al wound
(A) Cost including Supply of Transformer
1
-
442953.7
TESTING & COMMISSIONING OF TRANSFORMER Testing and commissioning of the Substation along with 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 100 kVA Capacity (Irrg. Elect. SOR Sl No. 8.2.2)
1
-
23978.5
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. (Irrg. Elect. SOR Sl No. 8.3)
1
-
13090
LT Electrical Part 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 SP60, 12m long (IS 2713-Part III 1980)) (Irrg. Elect. SOR Sl No. 6.4.E)
1
-
51610.3
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. Erected in 1:3:6 CC Foundation (0.45cm × 0.45cm)
upto 30cm above GL (for less than 6 poles) (Irrg. Elect. SOR Sl No. 6.3.C.III. B)
1
-
21217.7
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 Rabbit Conductor - 7/3.15 mm) (Irrg. Elect. SOR Sl No. 6.7.1.C)
50
-
135.78
Supplying and erection of MS Channel Cross Arm of
following sizes for 11 kV Line on PSC/ Steel Poles
along with Clamps, Nuts & Bolts duly painted with
Anti Corrosive Primer and Aluminium Paint including
drilling of necessary holes as directed Of Size 75mm × 40mm × 6mm × 500 mm (Irrg. Elect. SOR Sl No. 6.5.1.A)
7
-
1610.07
Supplying 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 (Irrg. Elect. SOR Sl No. 6.6.1)
4
-
242.76
Supplying and Erection of LT Shackle Insulator 5 kN
on Cross Arm along with GI Pin, GI Nuts & Bolts with washer including Drilling of Holes as directed (Irrg. Elect. SOR Sl No. 6.6.2)
8
-
327.25
Supplying and Erection of LT Stay Set comprising of
Stay Rod, 19mm dia × 1.8 m Anchor Plate, Bow,
Thimble etc. including supply and erection of 7/12
SWG G I Stay Wire and LT 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 (Irrg. Elect. SOR Sl No. 6.5.8 (A))
2
-
2822.68
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)) (Irrg. Elect. SOR Sl No. 9.1 (B)(i))
20
-
703.29
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 x 4.5 Metre long G.I Pipe) (Irrg. Elect. SOR Sl No. 7.9.4.B)
2
-
10304.21
MAIN LT PANEL BOARD 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. (Irrg. Elect. SOR Sl No. 1.1.1(C))
1
-
220185.7
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