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Construction Of Common Effluent Treatment Plant ( Cetp ) 50 Kld Capacity At Industrial Growth Centre Chaygaon District Kamrup Assam Under Upgradation Of Igc Chaygaon Project, IGC Chaygaon-Assam

Assam Industrial Infrastructure Development Copr-AIIDC has published Construction Of Common Effluent Treatment Plant ( Cetp ) 50 Kld Capacity At Industrial Growth Centre Chaygaon District Kamrup Assam Under Upgradation Of Igc Chaygaon Project. Submission Date for this Tender is 20-01-2021. Effluent Treatment Plant Tenders in IGC Chaygaon Assam. Bidders can get complete Tender details and download the document.




Tender Notice

26559634
Construction Of Common Effluent Treatment Plant ( Cetp ) 50 Kld Capacity At Industrial Growth Centre Chaygaon District Kamrup Assam Under Upgradation Of Igc Chaygaon Project
Open Tender
Indian
Assam
IGC Chaygaon
20-01-2021

Tender Details

Construction Of Common Effluent Treatment Plant ( Cetp ) 50 Kld Capacity At Industrial Growth Centre Chaygaon District Kamrup Assam Under Upgradation Of Igc Chaygaon Project

Key Value

Document Fees
INR 5000 /-
EMD
INR 204300.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction of Common Effluent Treatment Plant (CETP) 50 KLD capacity at Industrial Growth centre, Chaygaon, Dist. Kamrup, Assam under Up-gradation of IGC Chaygaon project
Sl. No. Item Description Item Code / Make Quantity Units
1 1 CONSTRUCTION OF CETP - Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth of 2.00m below the existing ground level. (a) In ordinary soil item1 123.35 Cum
2 2 (B) Extra over item no.1.1(A) above for each 1m depth or part thereof beyond the initial depth of 2m item2 55.43 cUM
3 3 Shuttering and shoring the earth at different levels in foundations where necessary with required prop, struts, planks, timbers, nails etc. including dewatering if necessary, complete as directed and specified (measurement to be taken in the face area timbered) (b) Above 1.5 m upto 3.00 m depth item3 178.78 Cum
4 4 Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (a) In prop 1cement: 3 sand :6 coarse aggregate by volume item4 6.41 cUM
5 5 Providing and laying plain/reinforced cement concrete works cement, coarse sand & 20mm down-graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (I) Using Mixer Machine (A) In substructure up to plinth level Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level. N) Without using admixture, plasticizer c) M25 grade concrete item5 43.75 Cum
6 6 Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc (a) Using 38mm thick plank item6 16.36 Sqm
7 7 Vertical surface such as walls (any thickness), parapet walls, partitions, walls of septic tank, inspection pit and the like including attached pilasters, butresses, plinth and string courses and the like. (i) Using 38mm thick plank item7 329.14 Sqm
8 8 Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (a).Brick on flat soling. item8 64.13 Sqm
9 9 10 mm thick Cement plaster in single coat on fair side of brick/concrete walls for interior plastering up to 1st floor level including arises or rounded angles not exceeding 80mm girth and finished even and smooth including curing complete as directed. a) In cement mortar 1:3 item9 377.98 Sqm
10 10 Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL (i) Super Ductile (SD) TMT reinforcement bar item10 37.19 Qtl
11 11 TWO-STOREY CONTROL ROOM WITH LABORATORY - Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth of 2.00m below the existing ground level. (a) In ordinary soil item11 60 Cum
12 12 Shuttering and shoring the earth at different levels in foundations where necessary with required prop, struts, planks, timbers, nails etc. including dewatering if necessary, complete as directed and specified (measurement to be taken in the face area timbered) (b) Above 1.5 m upto 3.00 m depth item12 60 Cum
13 13 Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. (a) With earth or silt or sand obtained by head load with lead upto 90m and lift upto 2m item13 25.54 Cum
14 14 Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (a).Brick on flat soling. item14 57.23 Sqm
15 15 1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of column to be embeded in cement mortar and will be measured and paid separately) (A) 112mm thick brick wall (a) In cement mortar in proportion 1:4. \n(1 cement:4 sand)\n item15 265.98 Sqm
16 16 Providing and laying plain/reinforced cement concrete works cement, coarse sand & 20mm down-graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (I) Using Mixer Machine (A) In substructure up to plinth level Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level. N) Without using admixture, plasticizer c) M25 grade concrete item16 14.8 Cum
17 17 (B) In super structure from plinth level up to 1st floor level. ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing) including preparing the top surface and finishing of nosing. N) Without using admixture, plasticiser. b) M20 grade concrete or Prop. 1:1.5:3 item17 20.84 Cum
18 18 Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacersetc. complete. a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL (i) Super Ductile (SD) TMT reinforcement bar \n(No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level)\n item18 30.3 Qtl
19 19 Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (a) Using 38mm thick plank item19 36.48 Sqm
20 20 Sides of tie beams, grade beams etc. at or below ground level.(a) Using 38mm thick plank item20 19.81 Sqm
21 21 Columns, Pillars, Posts & Strut (a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face (i) Using 38mm thick plank item21 42.24 Sqm
22 22 Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. (a) For depth not exceeding 1.0M. (i) Using 38mm thick plank item22 82.89 Sqm
23 23 Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like. (a) Floors etc. upto 200mm in thickness. (i) Using 38mm thick plank item23 13.41 Sqm
24 24 Staircase with sloping or stepped soffits including risers and stringers but excluding Landing. (Using 38mm thick plank) item24 14 Sqm
25 25 Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (a) In prop 1cement: 3 sand :6 coarse aggregate by volume item25 4.29 Cum
26 26 20 mm thick Cement plaster in two coats on single or half brick walls for interior plastering up to 1st floor level including arises, internal rounded angles,chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth including curing complete as directed. A) On rough side (backing coat 15 mm and finishing coat 5mm thick) a) In cement mortar 1:3 item26 242.94 Sqm
27 27 B) On fair side (backing coat 10 mm and finishing coat 10mm thick) a) In cement mortar 1:3 item27 311.86 Sqm
28 28 Wall painting (two coats) with acrylic emulsion paint approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) on new surface to give an even shade after thoroughly brushing the surfaces free from mortar droppings and other foreign matter and sand papered smooth. (a)Acrylic Emulsion Paint approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) item28 311.86 Sqm
29 29 Finishing wall with two coats of acrylic emulsion exterior coatings of Unicem "Rakshak" brand of required shade by thinning 1ltr. of paint with 750ml of water to give an even shade after throughly brooming the surfaces to remove all dirt and remains of loose powdered materials as specified and directed by the department. item29 242.92 Sqm
30 30 65 mm thick cement concrete floor consisting of 50 mm under layer of cement concrete in prop. 1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of 25mm and down) and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 (1cement :1 coarse sand : 2 coarse aggregate of size 10mm down) laid in panels and finished with a floating coat of neat cement finish (using cement slurry for bond @ 2.75 kg. per square metre of floor area) including curing etc. complete as directed. item30 116.07 Sqm
31 31 Providing, fitting and fixing anodised aluminum windows and ventilators of standard sections of approved brand without horizontal glazing bars joints mitred and welded (manufactured to relevant IS specifications) fitted with 6mm x 3.15mm lugs 100mm long embedded in CC blocks 150mm x 100mm x 100mm in 1:3:6 mix including providing and fixing handles, frictions stays, joining cleat, bolting device, locking arrangement, spring catch as required complete as specified and directed for all levels. (Cement concrete to be measured and paid separately a)Side hung and Top hung windows and ventilators). i) 6 mm clear glass item31 27.04 Sqm
32 32 Providing, fitting and fixing anodised aluminum framed glazed doors with anodised aluminum frame made of 100mm x 45mm x 2.5mm section of approved brand with door style of size 88mm x 45mm x 2.5mm, top rails 50mm x 45mm x 2mm lock rails 100mm x 45mm x 2mm and bottom rails 100mm x 45mm x 2.5mm fitted with glazing clip, special type rubber gasket complete including hydraulic floor spring, pivot, tower bolt in each leaf, aluminium door handle, lock, angles, cleat etc complete as specified and directed by the department at all levels. (iv) Prelaminated Board item32 6.95 Sqm
33 33 BOUNDARY WALL AND MAIN GATE - Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth of 2.00m below the existing ground level. (a) In ordinary soil item33 49.35 Cum
34 34 Shuttering and shoring the earth at different levels in foundations where necessary with required prop, struts, planks, timbers, nails etc. including dewatering if necessary, complete as directed and specified (measurement to be taken in the face area timbered) (b) Above 1.5 m upto 3.00 m depth item34 49.35 Cum
35 35 Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. (a) With earth or silt or sand obtained by head load with lead upto 90m and lift upto 2m item35 7.34 Cum
36 36 Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (a).Brick on flat soling. item36 41.13 Sqm
37 37 Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (b) In prop 1cement: 4 sand :8 coarse aggregate by volume item37 3.08 Cum
38 38 Providing and laying plain/reinforced cement concrete works cement, coarse sand & 20mm down-graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (I) Using Mixer Machine (A) In substructure up to plinth level Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level. N) Without using admixture, plasticizer b) M20 grade concrete item38 8.26 Cum
39 39 (B) In super structure from plinth level up to 1st floor level. ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing) including preparing the top surface and finishing of nosing. N) Without using admixture, plasticiser. b) M20 grade concrete or Prop. 1:1.5:3 item39 6.12 Cum
40 40 Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (a) Using 38mm thick plank item40 110.16 Sqm
41 41 Columns, Pillars, Posts & Strut (a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face (i) Using 38mm thick plank item41 81.6 Sqm
42 42 230mm thick brick wall in cement morter with 1st class brick including racking out joints and curing complete as directed in structure (I) In Sub-structure upto plinth level including dewatering if necessary (b). In proportion 1:4 item42 162.96 Sqm
43 43 (II) In superstructure above plinth level up to 1st floor level. (b). In proportion 1:4.(1 cement:4 sand) item43 271.6 Sqm
44 44 15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. A) On rough side b) In cement mortar 1:4 item44 951.21 Sqm
45 45 Supplying, fitting and fixing double leaf heavy duty iron gate, frame made from 50mm x 6mm M.S. flat iron with another horizontal flat at the middle, 20mm dia M.S bars at 200mm apart from bottom flat to top flat and 20 mm dia M.S. bars at 200mm apart from bottom flat to middle flat including drilling, welding etc. complete. All vertical bars are to be protruded at least 100mm above the middle and top flat is to be flattened and pointed as directed. Necessary locking arrangement on both faces, arrangement for temporary closing the gate and 2 nos.( minimum) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embedded in C.C brick pillars as necessary including a red oxide painting to all iron works as directed and specified. (Separate payment will be made for posts). item45 8.8 Qtl
46 46 INTERNAL PATHWAY - Construction of Sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts & leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including compensation of earth). (Including cost of testing of materials at site and laboratory as directed by the deptt.) b) from Government land item46 16 Cum
47 47 Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (a).Brick on flat soling. item47 160 Sqm
48 48 15 mm thick Cement plaster in single coat with hardener of Recron/ Degusa/ Fosroc on brick/concrete for plastering including arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth including curing complete as directed. (a) In cement mortar 1:3 item48 160 Sqm
49 49 MECHANICAL WORKS - a) Supply of Open well Submersible Cutter pump for Effluent lifting \n Brand: Wilo,\n Model : MTC40 F 16.15/7/1-230-50\n Capacity: 0.9 hp, 0.675 kw, Single phase\n Head Range: up to 14 mtr. \n Discharge: 85 LPM upto 14 mtr \n item49 2 Nos
50 50 b) Installation, Testing and Commissioning item50 2 Nos
51 51 a) Supply of Membrane Filtration Pump (Permeate Pump) with all necessary spares parts; \nBrand : Kirlosker, Model : SP-OM 1.02 \n Capacity: 1.0 hp, 0.75 kw, Single phase\n Pipe Size: 40 x 40 , Make : CII MS\n item51 2 Nos
52 52 b) Installation, Testing and Commissioning item52 2 Nos
53 53 a) Supply of Back wash pump with all necessary spares parts; \n Power Consumption : 1.0HP \n Make: LEO / KSB / Equivalent \n Back wash Tank – HDPE 200 Litre \n item53 1 No
54 54 b) Installation, Testing and Commissioning item54 1 No
55 55 a) Supply of Sludge Pump for sludge recycle with all necessary spares parts. Make: Kirlosker or equivalent, Model: SPOM, Capacity: 1 hp Single Phase, Power Rating: 0.75 kw, Head Range: up to 10 Mtr. \nPipe Size: 40 x40 mm, Voltage: 180 to 240 volts, MOC: Cast iron.\n item55 2 Nos
56 56 b) Installation, Testing and Commissioning item56 2 Nos
57 57 a) MBR Membrane modules (50 KLD) with all necessary spares parts; Type: High Strength (Reinforced) Hollow Fibre; Pore Size : 0.03 Micron; Flow : 50m3/day - 170 Sq.mtr; Membrane Structure Mounting – SS 304; Brand : Membrane Solutions/ Blufox item57 18 Nos
58 58 b) Installation, Testing and Commissioning item58 18 Nos
59 59 a) Supply of Twin Lube Rotary Air Blower Model BR 21.03 (AC) along with standard accessories, Capacity 145 m3 / Hr item59 4 Nos
60 60 b) Supply of Motor 3.7W/5 HP/IE-2/1430 RPM (CGL Make) item60 4 Nos
61 61 c) Supply of First Fill Oil (SP-320) item61 4 Nos
62 62 d) Supply of Pressure Gauge item62 4 Nos
63 63 e) Installation, Testing and Commissioning item63 4 Nos
64 64 a) Supply of Fine Bubble Tube Diffuser (HS CODE 40094200)\nBrand: PROFLEX, Model –TP631E; \nSize: 90 mm Dia. x 1000 mm long; \nMembrane: EPDM; \nAir Flow: 2m3/hr - 12 m3/hr (Optimal – 2m3.hr to 9 m3/hr); \nConnection –1” NPT, Support PVC \n Retaining Clamp: Stainless Steel AISI 304.\n item64 60 Nos
65 65 e) Installation, Testing and Commissioning item65 60 Nos
66 66 a) Supply of well welded Vertical Type S.S. Bar Screen. (Width 1000mm x height 1000mm with all necessary spares parts), perforated type, having a screening size of 20mm x 10mm, along with a lifting arrangement BIS: 308 grade with solid Bars and plate. item66 2 Nos
67 67 b) Installation and Commissioning item67 2 Nos
68 68 Supply & Installation of 80 mm GI Medium size Pipe with all fittings & Valves etc. Make: TATA or SAIL or Equivalent, (As per SOR) item68 40 Rm
69 69 Supply & Fittings of UPVC Pipe with all fittings & valves etc. \nMake: ASTRAL/ SUPREEM/ Equivalent, Size 1.5 inch to 3 inch which ever is required (as per SOR) a) 32 mm \n item69 13 Rm
70 70 b) 40 mm item70 50 Rm
71 71 c) 50 mm item71 50 Rm
72 72 d) 63 mm item72 50 Rm
73 73 Supply & Fittings of PVC Pipe with all fittings & valves etc; \nMake: ASTRAL/ SUPREEM/ Equivalent; Size 2.5 inch to 6 inch, 4 kg pressure pipe which ever is required (as per SOR) a) 63 mm \n item73 15 Rm
74 74 b) 75 mm item74 30 Rm
75 75 c) 110 mm item75 30 Rm
76 76 a) Supply of Auto Dozing System with all necessary spares parts, Tank Size : 100L, capacity : 0 to 6 liter per hour, Make : Infinity, Phase : Single, Power Source : Electrical, Material : HDPE, Voltage: 230 V, Fuse :500 mA item76 2 Nos
77 77 b) Installation, Testing and Commissioning item77 2 Nos
78 78 a) Supply of Online Rota meter with all necessary spares parts; Ball Type: SS304, Make: CWC/ FLOMAX or equivalent item78 3 Nos
79 79 b) Installation, Testing and Commissioning item79 3 Nos
80 80 a) Supply of Water Level Controller with all necessary spares parts. Make :Aqua Technology, Power Consumption :10 watt, Input Voltage : 220 volt, Frequency : 50/60 Hz, Capacity : ½ hp to 50 hp item80 2 Nos
81 81 b) Installation, Testing and Commissioning item81 2 Nos
82 82 a) Multigrade Filter\nMake : FRP\nBrand: Pantier/ TATA\nSize: 30/72 inch\nMedia : Stone, Carbon, Sand\nValve : Multiple \n item82 1 No
83 83 b) Installation, Testing and Commissioning item83 1 No
84 84 a) Activated Carbon Filter\nMake : FRP\nBrand: Pantier/ TATA\nSize: 30/72 inch\nMedia : Stone, Carbon,\nValve : Multiple\n item84 1 No
85 85 b) Installation, Testing and Commissioning item85 1 No
86 86 Supply of MS Ladder, Foot bridge over Tank, Railing etc item86 1 Tone
87 87 b) Installation item87 1 Tone
88 88 Supply of MS Hand cart for Sludge Handling , item88 2 Nos
89 89 Supply of MS Pump Lifting Trolley with wheel etc, item89 1 No
90 90 Supply of Steel Almirah, Table etc for document and tools storage. item90 1 No
91 91 a) Supply of Membrane Lifting Arrangement; Automatic MS Pulley type Structure with Chain Structure and all necessary spare parts. item91 1 No
92 92 b) Installation item92 1 No
93 93 Supply & Installation of Automatic Electronic MCC Panel (As per SOR) item93 1 No
94 94 Supply of Armor Cable, Normal cable, Accessories. Make: Havel’s, Finolex/ equivalent (As per SOR) a) 3 coir 4mm2 Armored Cable item94 50 Mtr
95 95 b) 4 coir 6mm2 Armored Cable item95 90 Mtr
96 96 c) 3.5 coir 50mm2 Armored Cable item96 90 Mtr
97 97 a) Supply of Solar Street light 15Watt with dusk and down operate; Panel, Poles, Light, Cable and other accessories and spares parts. (As per SOR) item97 10 Nos
98 98 Installation and Commissioning (As per SOR) item98 10 Nos
99 99 a) Supply of Ozone Generator WO-20 \nOutput: 20 g/h, Water cooled, LCD Display, GRP Enclosure, 230 V A/C \nOxygen Generator OxyNxtGen-5- Output: 5 LPM-1 Units,\n Venturi Injector SS 1" with NRV-1/4"- 1 Units,\n Static Mixer 1" - MOC: SS-304 & 316, 1” BSP-1 Units\nTeflon Tube ID-4 x OD-6 mm-5 meters\nPolyurethane Tube 10 mm-10 meters\n item99 1 No
100 100 c) Installation and Commissioning item100 1 No
101 101 a) Supply of DG Set.\n Make: Kirlosker or equivalent, Model: KG1-30WS, Voltage- 415 V (3Ø), Power Rating: 40KVA, 32KW, Power Factor- 0.8 Ø, Frequency- 50 Hz. Dimension- 2500mm x 950mm x 1294mm, MOC: SS.\n item101 1 No
102 102 b) Installation, Testing and Commissioning item102 1 No
103 103 Operation and Maintenance for 1st year i.e. During defect liability period item103 12 month
104 104 Operation and Maintenance for 2nd year item104 12 month
105 105 Operation and Maintenance for 3rd year item105 12 month
106 106 Comprehensive Maintenance Contract (CMC) for 2 years i.e. After completion of defect liability period item106 24 month
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