Tender For Detail Design, Engineering, Fabrication/ Procurement, Inspection And Testing At Manufacturers Works, Transportation & Supply To Site, Construction/ Erection, Testing And Pre-Commissioning Of A Water Distillation Plant Including Utility Pac
Tender Value
154 Crore
Estimated cost
Bid Submission
06 Jan 2027
60 days left
EMD
1.64 Crore
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bhadradri Kothagudem → Telangana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Detail Design, Engineering, Fabrication/ Procurement, Inspection And Testing At Manufacturers Works, Transportation & Supply To Site, Construction/ Erection, Testing And Pre-Commissioning Of A Water Distillation Plant Including Utility Packages At Hwp-Manuguru, Telangana.
BOQ
| Sl. No. | Item Description |
| 1 | Design and Engineering of complete system |
| 2 | Submission and approval of all drawings and documents for process and mechanical design and engineering as per Tender document. |
| 3 | Preparation, submission and approval of 3D model as per Tender document. |
| 4 | Submission and approval of all drawings and documents for civil detailed engineering work as per Tender document. |
| 5 | Submission and approval of all drawings and documents for electrical design and engineering as per Tender document. |
| 6 | Submission and approval of all drawings and documents for instrumentation and control design and engineering as per Tender document. |
| 7 | Supply and erection of following mechanical items/equipment |
| 8 | Packed distillation Columns, with sump, Internals and packing: Fabrication (Fabrication at works or site, as applicable), inspection and testing, P&F transportation, safe delivery, supply, erection at site as per technical specification, Cost towards insulation to be indicated separately at S. No at 2.9 in this BoQ. Erection covers erection / installation of items / equipment on ready foundation or structure. |
| 9 | 20-C-01A and its sump 20-V-01A |
| 10 | 20-C-01B and its sump 20-V-01B |
| 11 | 20-C-02 and its sump 20-V-02 |
| 12 | 20-C-03 and its sump 20-V-03 |
| 13 | 20-C-04 and its sump 20-V-04 |
| 14 | 20-C-05 and its sump 20-V-05 |
| 15 | 20-C-06 and its sump 20-V-06 |
| 16 | 20-C-07 and its sump 20-V-07 |
| 17 | 20-C-08 and its sump 20-V-08 |
| 18 | 20-C-09 |
| 19 | 20-C-10 |
| 20 | 20-C-11 |
| 21 | 20-C-12 |
| 22 | 20-C-13 |
| 23 | 20-C-14 |
| 24 | 20-C-15 |
| 25 | Heat Exchangers Fabrication, inspection and testing, P&F transportation, safe delivery and supply, erection at site as per technical specification. Cost towards insulation to be indicated separately at S. No at 2.9 in this BoQ.Erection covers erection / installation of items / equipment on ready foundation or structure. |
| 26 | 20-E-101A |
| 27 | 20-E-101B |
| 28 | 20-E-201 |
| 29 | 20-E-301 |
| 30 | 20-E-401 |
| 31 | 20-E-501 |
| 32 | 20-E-601 |
| 33 | 20-E-701 |
| 34 | 20-E-801 |
| 35 | 20-E-901 |
| 36 | 20-E-1001 |
| 37 | 20-E-1101 |
| 38 | 20-E-1201 |
| 39 | 20-E-1301 |
| 40 | 20-E-1401 |
| 41 | 20-E-1501 |
| 42 | 20-E-102A |
| 43 | 20-E-102B |
| 44 | 20-E-202 |
| 45 | 20-E-302 |
| 46 | 20-E-402 |
| 47 | 20-E-502 |
| 48 | 20-E-602 |
| 49 | 20-E-702 |
| 50 | 20-E-802 |
| 51 | 20-E-902 |
| 52 | 20-E-1002 |
| 53 | 20-E-1102 |
| 54 | 20-E-1202 |
| 55 | 20-E-1302 |
| 56 | 20-E-1402 |
| 57 | 20-E-1502 |
| 58 | 20-E-103A |
| 59 | 20-E-103B |
| 60 | 20-E-203 |
| 61 | 20-E-303 |
| 62 | 20-E-403 |
| 63 | 20-E-503 |
| 64 | 20-E-603 |
| 65 | 20-E-703 |
| 66 | 20-E-803 |
| 67 | 20-E-903 |
| 68 | 20-E-1003 |
| 69 | 20-E-1103 |
| 70 | 20-E-1203 |
| 71 | 20-E-1303 |
| 72 | 20-E-1403 |
| 73 | 20-E-1503 |
| 74 | Vessels/ Storage tanksFabrication, inspection and testing, P&F transportation, safe delivery and supply, erection at site as per technical specification. Cost towards insulation to be indicated separately at S. No at 2.9 in this BoQ.Erection covers erection / installation of items / equipment on ready foundation or structure. |
| 75 | 20-T-01 |
| 76 | 20-T-02 |
| 77 | 20-T-03 |
| 78 | 20-T-04 |
| 79 | 20-T-05 |
| 80 | 20-T-06 |
| 81 | PumpsInspection and testing, P&F, transportation, safe delivery and supply, erection at site as per tender specification.Erection covers erection / installation of items / equipment on ready foundation or structure. |
| 82 | 20-P-101A/B/C |
| 83 | 20-P-201 A/C |
| 84 | 20-P-201 B/D |
| 85 | 20-P-301A/B |
| 86 | 20-P-401A/B |
| 87 | 20-P-501A/B |
| 88 | 20-P-601A/B |
| 89 | 20-P-701A/B |
| 90 | 20-P-801A/B |
| 91 | 20-P-901A/B |
| 92 | 20-P-1001A/B |
| 93 | 20-P-1101A/B |
| 94 | 20-P-1201A/B |
| 95 | 20-P-1301A/B |
| 96 | 20-P-1401A/B |
| 97 | 20-P-1501A/B |
| 98 | 20-P-1601A/B |
| 99 | 20-P-1701A/B |
| 100 | 20-P-102A/B |
| 101 | 20-P-202A/B |
| 102 | 20-P-302A/B |
| 103 | 20-P-402A/B |
| 104 | 20-P-502A/B |
| 105 | 20-P-602A/B |
| 106 | 20-P-702A/B |
| 107 | 20-P-802A/B |
| 108 | 20-P-902A/B |
| 109 | 20-P-1002A/B |
| 110 | 20-P-1102A/B |
| 111 | 20-P-1202A/B |
| 112 | 20-P-1302A/B |
| 113 | 20-P-1402A/B |
| 114 | 20-P-103A/C |
| 115 | 20-P-103B/D |
| 116 | 20-P-203A/B |
| 117 | 20-P-303A/B |
| 118 | 20-P-403A/B |
| 119 | 20-P-503A/B |
| 120 | 20-P-603A/B |
| 121 | 20-P-703A/B |
| 122 | 20-P-803A/B |
| 123 | Vacuum Generation Package unit including first isolation valves and excluding piping / headers interconnected with process system as per Tender Specification |
| 124 | Steam and Condensate Package unit including first isolation valves and excluding piping / headers interconnected with process system excluding PRVs and PSVs, as per Tender Specification |
| 125 | Chilled Water Package unit including first isolation valves and excluding piping / headers interconnected with process system as per Tender Specification |
| 126 | Pipe Pipe fittings, Valves and accessories, Insulation-Design, supply and erection of piping/tubing system including pipes, valves, fittings, supports, fasteners, gaskets and other piping accessories at site as per tender specification. |
| 127 | CS piping, pipe fittings and valves |
| 128 | CS piping, pipe fittings and valves |
| 129 | SS piping, pipe fittings and valves |
| 130 | SS piping, pipe fittings and valves |
| 131 | SS tubing, tube fittings and valves for process |
| 132 | SS tubing, tube fittings and valves for process |
| 133 | Structural steel for piping supports and pipe racks |
| 134 | PRVs (Pressure Reducing valves) |
| 135 | PSVs (Pressure Safety Valves) |
| 136 | Procurement, testing, supply and application of complete hot as well as cold insulation material to site including Thermal insulation, insulation jacketing and aluminum cladding as per tender specifications. |
| 137 | Material Handling Equipment Supply and erection of monorail, submission of all relevant documents for approval, Inspection and testing, P&F, transportation, safe delivery, erection at site as per tender specification. |
| 138 | Mono Rail 15 Ton SWL & 60 mtrs lift (structural member and chain pulley block) |
| 139 | Supply and erection/installation of following electrical items / equipment |
| 140 | 2.5MVA, DYn11, 6.6kV/ 433V oil type transformer along with transformer protection, Relays, emulsifier system as per Tender specifications. |
| 141 | 4000A, 415 V bus duct along with all accessories, supports, from LV Terminal of each transformer to respective LT breaker in PCC Panel, with 50 kA for 1 sec SC capacity, as per Tender specifications. |
| 142 | Power control center of minimum 4000A and with 50 kA for 1 sec short circuit rating, consisting of 2 no I/C (ACB) , 1 no B/C (ACB) of minimum 4000A ACBs, 630A (minimum) O/G ACB feeders, protection scheme etc., as per load list / SLD in technical specifications. |
| 143 | 415V LT MCC/Heater Panels Metal enclosed switch gear consisting of I/C feeders, O/G Feeders, relays, bus bars, annunciation, multifunction meters, etc as per the load list and technical specifications including ACDB, DCDB |
| 144 | 415V LT EMCC and EPCC Metal enclosed switch gear consisting of I/C feeders, O/G Feeders, relays, bus bars, annunciation, multifunction meters, etc as per the load list and technical specifications |
| 145 | Double Door DP MCB - 16A Distribution Boards for metering pumps as per technical specficiation. |
| 146 | Lighting distribution board – 2Nos & Power distribution board – 2Nos as per technical specifications |
| 147 | 2 x 25 KVA UPS along with dual battery bank as per technical specifications |
| 148 | LT power & control cable of different sizes as per load list and technical specifications |
| 149 | Cable trays & supports of different sizes as per technical specifications |
| 150 | Elevator with accessories as per technical specifications |
| 151 | Earthing pits/strips, material, lightening protection system etc as per technical specifications. |
| 152 | Local push button stations as per Technical specifications |
| 153 | Electrification of Non – operating areas such as Substation, Control Room, RCU room etc with Power distribution boards, lighting distribution boards, Lighting fixtures, Switch Boards / Sockets, Fans, ACs, casing caping, conduits along point wiring as per technical specifications |
| 154 | Different type of lighting fixtures for outdoor / operating area as per technical specifications |
| 155 | Miscellaneous items like Gland, lugs, exhaust fans (flameproof and normal), roof extractors, switch boards, power receptacles, fire barrier, etc. as per Technical specifications |
| 156 | Heat Tracers (for column C7 to C15) with panel(s) as per Technical specifications |
| 157 | Supply, Testing, Installation of 750kVA DG Set along with AMF Panel as per Technical specifications |
| 158 | Supply and Erection/ Installation of following Instrumentation and Control items/ equipment |
| 159 | Supply, Engineering, Software development, Configuration , Testing, Installation & Commissioning of Process Control system (PCS) as per Technical specifications mentioned in the tender. |
| 160 | RTD with Thermowell |
| 161 | Skin Type RTD with suitable mounting arrangement |
| 162 | Pressure transmitter with Diaphragm Seal |
| 163 | Pressure transmitter without Diaphragm Seal |
| 164 | DP Level Transmitter with Diaphragm Seal |
| 165 | DP Transmitter with Diaphragm Seal (Electronic Remote Seal) |
| 166 | Flow transmitters: Vortex flowmeter or any suitable FT |
| 167 | Flow transmitters: Orifice type FT or any suitable FT |
| 168 | Flow transmitters: Coriolis based mass Flow Controller (including Control valve) or suitable MFC |
| 169 | Control valve |
| 170 | ON/ Off valve |
| 171 | Pressure gauges |
| 172 | Temperature Gauges with Thermowell |
| 173 | Level Gauges |
| 174 | Instrument Signal cable |
| 175 | RTD cable |
| 176 | Control cable |
| 177 | Junction Boxes |
| 178 | Cable Trays |
| 179 | Miscellaneous Erection Material such as like Tubing, fittings, Manifolds, earthing pits and requisite cables, terminals, lugs, ferrules, structural material etc. |
| 180 | Civil Work, Construction and site supervision |
| 181 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm in plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: |
| 182 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) in all types of soils,hard murum , shale to the required level from original average ground level for raft,footing, equipments foundation wall,coloumn,trenches/drains etc. including shoring,strutting,dewatering and refilling around them and in plinth with exacvated selected soil in layers not exceeding 150 mm thickness including watering,ramming etc. all complete and disposing of all surplus materials up to a lead 2.00 Km. as per drawing, specification and as directed by the Engineer. |
| 183 | 0 - 1.50 Mtr. |
| 184 | 1.50 - 3.00 Mtr. |
| 185 | More than 3.00 Mtr. |
| 186 | Excavation in soft or hard rocks up to a depth not exceeding 5.50 Mtr. from original average ground level by chiseling or rock breaker or controlled blasting to the required level from average ground level for foundations of columns, walls, footings, rafts,equipments, compressors etc including dewartering and refilling around foundation, plinth, around building in layers of 150 mm thick , watering, consolidating and disposing of surplus excavated material up to lead of 1.00 Kilometer and for all lifts etc. all complete and all inclusive as per drawing, specification and as directed by the Engineer |
| 187 | Providing and filling sand in plinth, under raft, foundation, floors, pavements and equipments foundations including watering, ramming , consolidating and dressing etc. all complete as per drawing, specification and as directed by the Engineer. |
| 188 | Providing and laying in position machine batched, machine mixed and machine vibrated reinforced cement concrete of M-20 grade for Grade slab including the cost of centering, shuttering etc. complete at all heights up to V floors as per drawings, specifications and as directed by the Engineer |
| 189 | Providing and laying plain cement concrete 1:3:6 with 40 mm nominal size stone aggregate of approved quality in foundations and plinth, under floor etc including ramming, leveling, curing, form work wherever necessary etc. complete as per drawings, specifications and as directed by the Engineer- All work upto plinth level. 1:3:6 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) |
| 190 | Providing and laying brick masonary work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level for walls/pillars/steps/trenches, etc. in foundation and plinth with cement mortar 1:6 including cost of raking of joints, curing, including providing RCC band at indicated levels (RCC band will be paid separately), etc. all complete at all levels as per drawings, specifications and as directed by the Engineer. |
| 191 | Providing and constructing 115mm thick brick partition walls in CM (1:4) using class 7.5 bricks including providing 2 nos. of 6mm dia M.S. Rods at every fourth layer upto floor level V including cost of curing, scaffolding, etc. Complete as per drawings, specifications and as directed. |
| 192 | Providing and laying hard stones (22.5 cm thick) as a filling material in foundation above footing/raft , in layers not more than 500mm thick and pitching each layer with hammer dressed stones including filling the gaps with good quality river sand and watering the same to flow the sand in interstices , after compating first layer of stones, second layer of stones will be laid in same procedure , same would be repeated upto a required depth, preparing the bedding surface, levelling ,supplying and stacking of hard stone of site etc complete as per specifications and as directed by engineer. |
| 193 | Providing and laying in position machine batched, machine mixed and machine vibrated design mix reinforced cement concrete of M-35 grade including the cost of centering, shuttering and including admixtures as per approved mix design recommendation, (as per IS 9103) to accelerate / retard setting of concrete, improve workability without impairing strength and durability etc. complete at all heights up to V floors as per drawings, specifications and as directed by the Engineer. Note:- Minimum Cement content should be considered in M-30 is @ 370 kg/cum. |
| 194 | Upto plinth level: Footings, Raft foundations |
| 195 | Upto plinth level: Plinth Beam, Tie Beam |
| 196 | Upto plinth level: Columns, pedestals, Equipments raft ,foundations ( With Pocket ) |
| 197 | Upto plinth level: Wall |
| 198 | Above plinth level and up to 15m: Columns, pedestals, Equipments ( With Pocket & E.Ps) |
| 199 | Above plinth level and up to 15m: Beam, Tie Beam ( With E.Ps) |
| 200 | Above plinth level and up to 15m: Chajjas/ Slab |
| 201 | Above plinth level and up to 15m: Staircase waist slab, Treads & Riser |
| 202 | Above plinth level and up to 15m: Wall |
| 203 | Extra over and above item no. 5.1005 to 5.1009 for works carried out above 15m to 27m |
| 204 | Extra over and above item no. 5.1005 to 5.1009 for works carried out above 27m to 39m |
| 205 | Extra over and above item no. 5.1005 to 5.1009 for works carried out above 39m to 51 m |
| 206 | Extra over and above item no. 5.1005 to 5.1009 for works carried out above 51m to 63 m |
| 207 | Extra over and above item no 5.1005 to 5.1009 for works carried out above 63 m to 71 m |
| 208 | Providing, laying and fixing in position Fe 500D grade TMT reinforcement steel of M/s.SAIL/TATA/VIZAG brand conforming to IS 1786 for in situ and precast work (all reinforced cement concrete works )including cutting, bending, supplying and binding with 16 gauge MS annealed wire, supplying and laying spacer blocks etc., all complete at all levels as per drawings, specifications and as directed by the Engineer. |
| 209 | Providing and laying 52mm thick cement concrete flooring with metallic concrete hardener topping consisting of under layer 40mm thick cement concrete 1:2:4 (1cement : 2 coarse sand : 4 stone aggregate of 20mm nominal size) and top layer 12mm thick metallic concrete hardener consisting of mix 1:2 (1 cement hardener mix:2 stone aggregate of 6mm nominal size by volume), metallic hardening compound of approved quality is mixed in the ration 4:1 (4 parts of cement : 1 part of metallic floor hardening compound of approved quality by weight) including cement slury and finished with a floating coat of neat cement laid in panels as directed to required level and slope, consolidating, curing, etc., all complete as per drawings,specifications and as directed by the Engineer. |
| 210 | Providing and laying 6 mm thick plaster in Cement mortar 1:3 ( 1 Cement : 3 fine sand) neat finish on concrete/brick masonry surfaces including hacking of concrete surfaces, curing, scaffolding, providing grooves etc., all complete at all levels as per drawings, specifications and as directed by the Engineer. |
| 211 | Providing and laying 12mm thick neat finish plaster in cement mortar 1:4 (1 cement : 4 fine sand) proportion over brick masonry walls and concrete surfaces at all heights, including raking of joints, hacking of concrete surfaces, curing, scaffolding, providing grooves, smooth finishing etc. all complete as per drawings, specifications and as directed by the Engineer. |
| 212 | Providing and laying 18mm thick plaster in cement mortar 1:5 (1 cement : 5 fine sand) for first 12mm thick and finishing coat of 6mm thick in cm 1:3 proportion over concrete, brick masonry surfaces at all heights, including raking of joints, hacking of concrete surfaces, curing, scaffolding, providing grooves, finished rough with sponge, etc. all complete as per drawings, specifications and as directed by the Engineer. |
| 213 | Providing and applying three or more coats of white wash on plastered surfaces of walls,ceilings from inside at all heights up to 71 Mtr including scaffolding, cost of gum and blue,cleaning etc. all complete as per drawings, specifications and as directed by the Engineer. |
| 214 | Providing and applying two or more coats of exterior emulsion of Premium Acrylic smooth exterior paint with silicon addetive of APEX of ASIAN or equivalent make of approved brand and manufacturer and of required shade applied @ 1.43 lit/10 Sqm.over and including priming coat of exterior primer applied @ 0.9 lit/10 Sqm to give an even shade; including cost of scaffoldings, etc. at all heights as per specifications and as directed by the Engineer.(In any case it will not be permitted to carry out the job without proper metallic scaffolding and platform at height more than 2.5 m) |
| 215 | Supplying and fixing rolling shutters of approved make, made of 80x1.25 mm M.S. laths with 1.25 mm thick top cover, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters etc. all complete and providing and applying 2 coats of 1st quality synthetic enamel paint of approved make and shade over a coat of red oxide zinc chrome primer etc. all complete as per drawings, specifications and as directed by the engineer. |
| 216 | Providing and fixing aluminium work for doors, window, Ventilators of fixed or sliding type both for glazing and wiremesh shutter with extruded built up standard tubular section/appropriate Z Section and other section of approved make confarming to IS-733 and IS-1285, fixed with rawl plugs and screw or with fixing clips or with expansion hold fasteners including filling of gaps at junctions at top, bottom and sides with weather silicon sealent, powder coated Aluminium sections (minium thickness of powder coating 50 Micron) of required shade of including cost of a cleat angle on, S. S. Screws , aluminium snap beading and fitting of all types like tower bolt locking arrangement, handles, stoppers, etc., complete and as directed by the Engineer. |
| 217 | Providing and fixing 5 mm thickness ( Weight not less than 12.50 Kg./Sqm.) of clear float/frosted/Bajara sheet glass/laminated particle board to M/s. Triveni/Shree Vallabh/IAG/Modi guard/ Sint Gobin or other approved equivalent manufactuer and fixing with Aluminium frame work (door/window) including fixing aluminium channel beading and providing and fixing 2 way EDPM gasketing to ensure water and air tightness and neoprene cushions/gasket accommadated in grooves, necessary bronze anodised screws, etc, all complete generally as per drawings specifications and as directed by Engineer-in-Charge |
| 218 | Providing & Fixing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch, vertical cladding and louvers fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self self drilling fastener and EPDM washers with suitable fixing accessoriesetc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required etc. complete as per specifications and as directed by EIC |
| 219 | Providing, fabricating, transporting, erecting and fixing steel structure in position up to 71.00 Mtr height made of angles, channels, flats, pipes, plates, joists/beams, cleats etc., of M/s SAIL/VSP/TATA brand for platforms, ladders, trusses, bracings, purlins, columns, beams, monorails, stairs, gratings with clips, EPs as per drawing including making flange connections, splice connections, base plate connections ,Eps instalation labour charges etc., as directed, nuts, bolts, washers, cutting and welding at site, painting the structure with two or more coats of chlorinated rubber paint of approved manufacture and shade over a coat of zinc chromate red oxide primer having total dry film thickness (DFT) of 120 microns etc., all complete at all levels as per drawings, specifications and as directed by the Engineer. |
| 220 | Same as above but for grating as per drawing, specification and as directed by Engineer. |
| 221 | Providing, fabricating, transporting and erecting M.S.pipe handrailing (medium grade) around structural steel platform and on both sides of the stairs, conforming to IS-1239 consisting of top/ horizontal rail and middle/horizontal rail of 32mm dia. with approximately at all height upto 60 metres high upright members of 32mm dia. nominal bore at 1500mm distance center to center including all joints, bends, toe plate, base plates including providing & fixing 100mm x 6mm flat toe plate etc. and painting with one coat of red oxide zinc chromate primer manufactured of approved make and two coats of synthetic enamel paint of approved make and shade having total dry film thickness (DFT) of 90 micron, all inclusive etc. all complete as per drawings, specifications and as directed by the Engineer. |
| 222 | Providing and laying in position nonshrink cement grout of CONBEXTRA GP2 make or equivalent as per manufacturers specifications and drawings and as directed by the Engineer. |
| 223 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs,balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed andspecified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 224 | Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per manufacturer's specification and direction of Engineer-in-charge |
| 225 | Providing & fixing of 35 mm thick Decorative finish (wood grained finish) factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5 mm thick solid PVC Lock rail of size 115 mm x 35 mm, out of which 75 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel,all complete as per manufacturer’s specification and direction of Engineer-in-charge. |
| 226 | Providing and laying vitriifed floor / dado tiles in size of tile 500 X 500 approx. (Thickness to be specified by the manufacturer ) water absorption less than 0.08 % and confirming to IS: 15622 of approved make,in all colours and shades, laid on 20 mm thick cement mortor 1:4 ( 1 cement : 4 coarse sand) jointing with grey cement slurry @ 3.3 Kg./Sqm. including skirting grouting the joints with white cement and matching pigments etc. complete and as directed by the Engineer. |
| 227 | Providng and applying white cement based putty of average thickness 1 mm, JK or equivalent of approved brand and manufacturer,over the plastered wall surface to prepare the surface even and smooth etc. complete as per directed by E.I.C. |
| 228 | Providing and applying two or more coats of first quality interior acrylic emulsion of approved manufacture, colour and shade on newly plastered surfaces of walls over a coat of water thinnable interior cement primer of approved manufacture to given an even shade including preparing the surface smooth, scaffolding, cleaning etc., all complete at all levels as per drawings, specifications and as directed by the Engineer. |
| 229 | Providing and fixing 18mm thick (Area of slab up to 0.50 Sqm.) gang sand cut mirror polished machine cut granite of any colour and shade for vanity counters, door sills, facias and similar locations of required size of approved shade, colour and textures laid over a 20 mm thick base cement martar 1:4 or with epoxy resin based adhensive including cleaning and joints treated with white cement mixed with matching pigment, exoxy touch ups rubbing curing, edge moulding and polishing to edge to give high glass finish etc. complete and as directed by the Engineer. |
| 230 | Providing & fixing on Exposed or concealed surfaces the following dia. Chlorinated Polyvinyl Chloride (CPC) pipes,having thermal stabilty for hot & cold water supply,including all CPVC plain & brass threaded fittings,including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Pipe of specified class of M/s. SUPREME or other approved equivalent consisting following items of work: -i) Supplying & fixing CPVC pipes, including necessary all fittings conforming to IS Laying and fixing the pipe and specials on exposed surfaces to correct line, level and plumb for water supply line, overflow and vent using M.S. nails/screws, rawl plugs, wooden gutties and branded clamps of Supreme or equvalent make metal clamps with Rubber seal Supreme Cat. No.IGMCR 1 to 7 the pipeline exposed as per the site requirement.iii) Testing the pipe line to a hydraulic pressure as per manufacturers catalogue for leak proof joint or as per relavant code.iv) Making leak proof threaded / welded joints, including cutting the pipe, cleaning, marking, heating, welding, cooling, etc. and the cost of jointing materials.v) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado, etc. for passing the pipe line and reinstating all the damage to its original condition, proof joints.vi) Providing and fixing CPVC weldable/threaded fittings such as union, nipples, bends, elbows, tees, reducer ends, etc. |
| 231 | 20 mm nominal outer dia. Pipes ( Concealed work) |
| 232 | 25 mm nominal outer dia. Pipes (External work) |
| 233 | Providing and fixing in position heavy pattern screw down gun metal Gate Valve conforming to I.S. 778 with hand wheels at top including testing for 10 Kg./Sq.Cm. Pressure with clean and portable water with a minimum testing duration of two hours, etc. including removing gun metal Gate valve & returning to Dept. Stores, etc. as per specifications and as directed by the Engineer-in-Charge. |
| 234 | 20 mm n.b.Weight not less than 0.680 Kg. |
| 235 | 25 mm n.b.Weight not less than 1.077 Kg. |
| 236 | Providing and fixing following C.P.Brass fittings of approved brand and as sample approved by Engineer In Charge. |
| 237 | Capston headed piller cock/ stop cock (Concealed)15 mm nominal dia |
| 238 | Capston headed long body bib cock 15 mm nominal dia |
| 239 | Capston headed stop cock (Concealed)15 mm nominal dia |
| 240 | Water Storage Tank :- Providing and fixing on Terrace PVC circular water storage tank of required (i.e. 500 Ltr or 1000 Ltr or 1500 or 2000 Ltr.) capacity SINTEX or equivalant approved make of IS : 12701 marked, mounted on a platform of roof slab including PVC cover, inlet, outlet, overflow and drainage connection including testing, etc. all complete as per drawings,specifications and as per direction of Engineer-In-Charge. |
| 241 | Providing and fixing on wall face 110 mm dia. unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes, including cost of all material and fittings like shoe of same dia, labours, tools land tackles, machines, safety appliances, safety net, appropriate scaffolding etc.as directed by Engineer In charge. |
| 242 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan),W.C. pan with ISI marked white solid plastic seat and lid , 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with P or S trap, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required etc. complete as directed by Engineer Incharge. |
| 243 | Providing & fixing approved WHITE Orissa pattern W.C. comprising of Orissa pattern W.C. similar to M/s. Cera Sanitary make model no 2071 or equivalent make with 'P' or 'S' trap in white glazed viterous china ware of size 580 mm x 440 mm conformig to IS 7231, including the 10 Litr low level white P.V.C. flushing cisten M/s. Cera Sanitary make model no 2602P \\"Ciena Premium\\" or equivalent make including the cost of flush pipe removing the existing damaged/broken and making good the surrounding with cement mortar/concrete to the existing finish & disposing of debris out side colony etc. complete all as per specifications and as directed by the EIC. |
| 244 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass,including painting of fittings and cutting and making good the walls and floors wherever required : |
| 245 | Range of two half stall urinals with 5 litre P.V.C.automatic flushing cistern |
| 246 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality, & and make as approved by Engineer - in - charge. |
| 247 | Providing and Constructing brick masonry chamber with Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) using class 75 bricks with C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design in RCC slabs, etc. complete as directed. |
| 248 | Providing and fixing square month stoneware gully trap of grade `A' with 300 x 300mm (inside) size brick masonry chamber with C.I. Cover and frame of total wt. Of 4.5 Kg. As per standard design etc. complete with 150 x 100mm size `P' type with sewer bricks confirming to IS 4885. |
| 249 | Making connection of new drainage line with existing manhole including breaking and making good the wall, floors with CC 1:2:4 with cement plaster on both side in CM (1:3) finished with a floating coat of neat cement and making necessary channels for drain, etc. for pipes of 100mm to 250mm dia. |
| 250 | Providing and fixing 100mm dia inlet and outlet PVC Nahani trap/floor trap of self cleaning design with hinged PVC grating on top including cutting of floor concrete, setting the trap in concrete, etc. as directed. |
| 251 | Providing & fixing approved quality wash basin similar to CRYSTAL model of M/s. Cera Sanitary ware or other approved equivalent in white glazed viterous chinaware supported on suitable wall brackets and of size mentioned below, including cost of removing the existing wash basin and fittings such as piller cock, inlet connection, stop cock, waste coupling, bottle trap, etc. depositing serviceable material at dept. store & disposing of debris out side colony, etc., complete all as per specifications and as directed by the Engineer-in-Charge. |
| 252 | 550mm x 400mm (Approx. Size) |
| 253 | False ceiling :Providing and fixing tiled false ceiling comprising of 15 mm thick Eco-friendly light weight integral densified fully perforated calcium silicate tiles of \\"Aerolite \\" make or equivalent of size 595 x 595mm having NRC(Noise reduction coefficient of 0.50 (minimum)as per IS:8225:1987, light reflectance of 85%minimum, non combustible as per BS:476(part-4), fire performance as per BS:476 (part 6&7), humidity resistance of 100%, thermal conductivity <0.043W/m K as per ASTM 518:1991 including providing and fixing a layer of sisalation foil wherever required etc. complete including providing and fixing in true horizontal level suspended grid of size 600x600 mm made from hot dipped GI steel sections on Sillhoutte profile, rotary stitched double webbed white with 6mm reveal profile (white/black), where in main T runner of size 24 mm x 38mm and 0.33 mm thick @ 1200mm center to center and cross T of size 24mm X 28 mm and 0.33 mm thick, 1200 mm long spaced between main tee at 600 mm centre to centre and secondary cross T of Size 24mm X 28 mm x 0.33 thick of length 600 mm to be inter locked at middle of the first cross T in each panel to form grids of 600 mm x 600 mm and resting on periphery wall profile wall section 24 mm x 24mm x 0.40 thickness and laying false ceiling for services like diffusers grills including cutting, making opening for light fitting, fixtures, smoke detectors etc. wherever required, main tee runner to be suspended form ceiling using G.I. soffit cleats of size 25 x 35 x 1.6 mm of required length fixed to the ceiling with12.5mm dia and 50 mm long dash fastener, 4 mm dia G.l adjustable rods with good quality G.I level adjustment clips of 85 X 30 X 0.8mm spaced at 1200 mm center to center along main tee all complete at all heights as per specifications, drawings and as per direction of Engineer - in - Charge. |
| 254 | False flooring:Providing and fixing removable raised/false access flooring having 450 mm finished floor height with system and its components of approved make for different plenum height with possible height adjustment upto 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the architectural drawings, as specified and as directed by Engineer-in-charge consisting of:(a) Providing at required spacing to form modular framework, pedestals made out of GI tube of thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size 100mm x 100mm x 3mm at the bottom of the pedestal tube, G.I. pedestal head of size 75mmx75mmx3.5 mm welded with GI fully threaded stud 16mm outer diameter with two GI Check nuts screwed on the stud for level adjustment upto 50mm, locking and stabilizing the pedestal head in position at the required level. The pedestals shall be fixed to the subfloor (base) through base plate using epoxy based adhesive of approved make or the machine screw with rawl plug.(b) Stringers system in all steel construction hot dipped galvanized of rectangular size 70x20x30x0.80mm thick having holes at both ends for securing the stringers on to the pedestal head using fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringer assembly shall receive the floor panel, this system shall provide solid, rigid support for access floor panel, the system shall provide a minimum clear uninterrupted clearance between the bottom of the floor forelectrical conduits and wiring etc. all complete as per the architectural drawings, as specified and as directed by the Engineer-in-charge.c) Providing & fixing acess floor panel of 600mmx600mmx32mm medium grade filled steel anti static high pressure lamination of 800 H grade (FS800H) . |
| 255 | Overall Completion of work, System Integration and TestingMechanical completion of overall plant & package units inclusive of interconnecting piping / tubing / cabling / earthing, and integration within battery limit, hooking-up of process & utility piping at battery limit, test-run as per site acceptance based on pre-commissioning and submission of AS-BUILT documents and test reports in line with Tender Specifications. |
| 256 | System integration, hook-up of all process and utility piping up to battery limit,Pressure testing, Vacuum hold - on test, System Leak Test of all mechanical equipment/systems, including columns, vessels, tanks, pumps, piping, valves, pipe supports, and pipe racks, utility units; protective painting of equipment, piping, support structures, and associated components, Air-water run test of complete plant and package unit for pre-commissioning as per tender document; All associated minor civil works, such as foundation preparation, grouting, dressing, alignment, leveling, chipping, patch repairs, and other incidental works necessary for the complete installation, testing, pre-commissioning of the mechanical systems to ensure safe, reliable, and satisfactory operation in line with the Tender Specifications. |
| 257 | System integration, calibration & testing, charging of panel, no-load run test of electrical items / pre- commissioning, of electrical items/ system, including earthing system, cable laying , cable termination, JB installation, minor civil work & Painting of supports, base frames etc. |
| 258 | System Integration, Calibration, Testing / pre-commissioning of total instrument & control system including SAT of PCS, earthing system for instrumentation & control system, cable laying , cable termination, JB installation, minor civil work & Painting of supports, base frames etc. |
| 259 | Spares of process and utility package units (under S. No. 2, 3 and 4) for the Water Distillation Plant as per tender document. |
| 260 | Mechanical spares of items (under S. No. 2) for the water Distillation Plant as per tender document. |
| 261 | Electrical spares (under S. No. 3) for the water Distillation Plant as per tender document. |
| 262 | Instrumentation and control spares (under S. No. 4) for the water Distillation Plant as per tender document. |
| 263 | Spares of utility package units (under S. No. 2) for the water Distillation Plant as per tender document. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 07, 2026
11:30 IST
Tender Published
Tender notice published.
TodayJan 06, 2027
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 60 daysJan 08, 2027
Bid Opening Date
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