Tender For Construction Of Technical Building 01 X 50 Mt With Ac Plant And 01 X 100 Mt Without Ac For Unhd Under Ge 881 Ews
Tender Value
8.94 Crore
Estimated cost
Bid Submission
10 Aug 2026
29 days left
EMD
7.72 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Poonch → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Technical Building 01 X 50 Mt With Ac Plant And 01 X 100 Mt Without Ac For Unhd Under Ge 881 Ews
BOQ
| Sl. No. | Item Description |
| 1 | Sch 'A' Part-I (Building Work):-This Schedule is not Pre-Priced by MES and the Pre-Priced rate indicated as \\"Rs. 0.00\\" under col.5 signifies this fact only. |
| 2 | Construction of block of Technical building (1x 100 MT IGLOO building without AC) complete all as specified and as shown on drawings.Note: The building work is deemed to include VIFT, side wall, toe wall with saucer drain, earth traverse etc; alongwith all other details as shown on drawings (including bringing of approved soil as required to be brought from out side MD land). In this connection, please refer Sch 'A' Note No. 6 (b) here-in-before. |
| 3 | Construction of block of Technical building (1x 50 MT IGLOO building with AC) complete all as specified and as shown on drawings.Note: The building work is deemed to include VIFT, side wall, toe wall with saucer drain, earth traverse etc; alongwith all other details as shown on drawings (including bringing of approved soil as required to be brought from out side MD land). In this connection, please refer Sch 'A' Note No. 6 (b) here-in-before. |
| 4 | Construction of block of AC Plant Room for (1x50 MT IGLOO building with AC) complete all as specified and as shown on drawings. |
| 5 | Construction of Static Water Tank (SWT) of 1.10 lakh capacity complete all as specified and as shown on drawings. |
| 6 | Construction of Fire Point complete all as specified and as shown on drawings. |
| 7 | PROVISIONAL SUMA provisional sum of Rs. 60,000.00 for construction of PCC Dunnage, complete all as specified and directed by GE. |
| 8 | Total Amount of Sch 'A' Part - II (Site Clearance and Development Work) |
| 9 | Total Amount of Sch 'A' Part - III (Sec-I) (Internal Electric Supply Work) |
| 10 | Total Amount of Sch 'A' Part - IV (Area Drainage Work) |
| 11 | Total Amount of Sch 'A' Part -V (Sec-I) (Road, Culvert and Sign Board Work) |
| 12 | Total Amount of Sch 'A' Part -VI (Sec-I) (Retaining Wall Work) |
| 13 | Total Amount of Sch 'A' Part - VII (Sec-I) (External Water Supply Work) |
| 14 | Total Amount of Sch 'A' Part - VIII (Sec-I) (External Electric Supply Work) |
| 15 | Total Amount of Sch 'A' Part -IX (Lightening Protection Work) |
| 16 | Total Amount of Sch 'A' Part -X (Demolition Work) |
| 17 | Sch 'A' Part-III (Sec-II) (Internal Electric Supply Work):-This Schedule is not Pre-Priced by MES and the Pre-Priced rate indicated as \\"Rs. 0.00\\" under col.5 signifies this fact only. |
| 18 | Point wiring complete with 1.5 sqmm PVC insulated, FRLSH type, ISI marked, conforming to IS-694/1990 unsheathed, multistranded, single core, copper conductor cable 1100 volts grade colour code cables drawn through and including PVC Conduit 20mm dia medium grade (MMS) and all accessories are concealed in walls / roofs / floors / ceiling etc; including modular metal flush box with top, bottom, side/back wall knockout for conduit entry from any direction made out of 1.60mm thick including modular top cover plate as per numbers of switch modules for fixing of modular switches, sockets, fan regulators, red colour indicator, blank plates etc. as approved colours and including 1.5 Sqmm PVC insulated multistranded FRLSH type unsheathed (Green colour), single core cable with copper conductor cable as earth continuity conductor and connecting to common earth dolly and including making good the disturbed surfaces to match with existing surface and colour coat including providing putty and white cement for smooth finishing of existing surface complete all as specified and directed for the following:- Note No1: All necessary accessories such as modular steel box, top cover plate, blank plate, screws, washers and all modular electrical fixtures are to be used of same make/brand only. Note No 2: Any cutting /leaving /forming holes, chases etc., in walls, floors and ceiling as required and making good the same, shall be deemded to be included in lump sum Sch 'A' Part-I as per para 10(b) in Sch 'A' BOQ Notes. |
| 19 | All as per Srl Item No. 12.01 here-in-above but one light/fan point controlled by one switch |
| 20 | All as per Srl Item No. 12.01 here-in-above but for 2.5 Sqmm single core multi stranded copper conductor FRLSH PVC insulated & unsheathed cable 1100 volt grade and 2.5Sqmm FRLSH PVC insulated and unsheathed cable 1100 volt grade with multi stranded copper conductor for earth wire for 15/16 amp multi purpose socket combination point on independent board. |
| 21 | LED inverter batten, 20W, length 110cm, with square profile and polycarbonate channel, lithium Ion battery with charging time 8 to 10 hours and backup time upto 4 hours, AC, 220V, 50HZ, connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and directed. |
| 22 | Sch 'A' Part-V (Sec-II) (Road, Culvert and Sign Board Work):-This Schedule is not Pre-Priced by MES and the Pre-Priced rate indicated as \\"Rs. 0.00\\" under col.5 signifies this fact only. |
| 23 | Laying and compacting 100mm thick (compacted thickness) Granular Sub Base Course (GSB) arading as per Grade V as specified Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013 complete all as specified and directed. |
| 24 | Laying and compacting 75mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gracdient and camber, finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013, complete all as specified and directed. |
| 25 | Providing and Laying Dry lean Concrete (DLC) of 100mm thick of aggregate gradation as per Table 1 of SP 49 2014 having 7 day average compressive strength not less than 7MPa content not less than 140 Kg/Cum DLC mixed in minimum cement Batching Plant, transported to site and laid by electronic sensor paver including spreading and compacting usign high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc; tolerances to be as per Table 900-1 of MoRT complete all as specified and directed. |
| 26 | Supplying and Laying (no additional payment for overlap) 400 micron thick HDPE sheet (Virgin Quality) having minimum weight 390 gm/sqm over tack coat/sand cushion as specified in the design with overlap between adjacent strips as minimum 100mm and transverse joints at ends as minimum 150mm etc, complete all as specified and directed. |
| 27 | Pavement quality concrete(PQC) 200mm thick of minimum 28 days field Flexural strength of 45Kg/ Sqcm or 4.5 Mpa, aggregate gradation as per table 3 of IRC 15-2017, coarse aggregate of clean, hard strong, dense, non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 kglcum of cement with non-circular, Virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39. UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting (emperature as 240°C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer, PQC laid, spread and compacted with slip-form paver of minimum 7.50m width, including guring and tining by texturing cum curing machine complete all as specified and directed. Required Surtace texturing to be done as specified in Clause 10.1.14 and Table 9 of IRC: 15-2017. Note: Non-circular synthetic fibre reinforcement shall be measured & paid for separately.” |
| 28 | Forming 25mm width expansion joint in concrete subsequent cutting by using diamond bit cutter of entry appropriate sIze, straight and smooth edges Joint aIr cleaned thoroughly with application of compressed Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. The joint then filled with pre-molded 25mm thick, compress1ble nolvethylene closed cell type filler board as spec1fied, thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant placing of closed cell. medium density, crossed linked polyethylerne foam backup rod of 30mm dia, over filler board and filled with polyurethane based sealant complying with BS 5212. BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+/- 30% having minimum 10 year performance guarantee., applying masked tape on the edges of joints and removing the masking tape after filing of sealant as per the method specified by the manufacturer complete as specified and directed. |
| 29 | Forming dummy/contraction joint with an initial saw by 3mm soon after the concrete has set, upto a depth of 1/3rd to 1/4th the thickness of the slab, widening the first saw cut to 6mm and 24mm deep using diamond bit cutter of appropriate size. straight and smooth edges Joint cleaned thorouahly with application of compressed air, joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debrIs, application of two coats of primer with thin brush by forvward and backward movement at an interval of 30 minutes before placing closed the backup rod and pouring the sealant, placing of cell, medium density, crossed linked polyethylene foam backup rod of 8mm dia, application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS 5212. BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) OF +/- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and the removing the masking tape after filing of sealant as per method specified by the manufacturer complete as specified and directed. |
| 30 | Cutting of construction joints 25 mm deep and 10 mm wide using high RPM diamond bit cutter, cleaning of surface and filling with closed cell, medium density cross linked polyethylene backup rod of 12 mm dia, application of bond breaker tape on top of back up rod for complete width of the joint, priming top 15 mm with approved primer, applying masking tape on edges of joints to prevent accidental spillage of sealant and filling with polyurethane based sealant complying with BS- 5212,BS-4254 and EN 141875-2003 and removing the masking tape after filling of sealant and as specified and as per the method specified by the manufacturer, complete all as specified and as directed. Before the adjoining bay is laid. The joint sealing shall be carried out by original approved applicator with sealant having 10 year performance guarantee. Work shall be carried out under recommended temperature conditions specified by the sealant manufacturer. Top level of joint sealant should be as per application temperature conditions and season to avoid sealant extrusion/ failur, complete all as specified and directed. |
| 31 | Sch 'A' Part-VI (Sec-II) (Retaining Wall Work):-This Schedule is not Pre-Priced by MES and the Pre-Priced rate indicated as \\"Rs. 0.00\\" under col.5 signifies this fact only. |
| 32 | Galvanised steel wire 4mm dia, 150x100mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling, complete all as specified and directed. |
| 33 | 40mm to 100mm graded crushed stone aggregate filling dry, hand packed tightly, as in wire create apron bunds complete all as specified and directed |
| 34 | 20mm to 40mm graded crushed stone aggregate filling dry, hand packed tightly, as in wire create apron bunds complete all as specified and directed |
| 35 | Fine aggregate (coarse sand), placed and compacted as in filter media as a back filling along vertical surface of wall complete all as specified and directed. |
| 36 | Pre moulded bitumen impregnated fiberboard (50mm thick) in expantion joints including cutting to shape fixing in position with adhasive/cement and finishing the surface complete all as specified and directed. |
| 37 | Sch 'A' Part-VII (Sec-II) (External Water Supply Work):-This Schedule is not Pre-Priced by MES and the Pre-Priced rate indicated as \\"Rs. 0.00\\" under col.5 signifies this fact only. |
| 38 | Construction of Valve pit of size (110x110x90)cm (Internal dimensions) using PCC (1:4:8) type D-2, using 40mm graded crushed stone aggregate for foundation, 10cm thick and 100mm off sets on all sides, 6mm thick brick masonary walls built in cement mortar (1:4), 15mm thick rendering all around the masonry work in cement (1:4), for internal and up to 15cm below GL for external surfaces of walls, 50mm thick PCC (1:2:4) type B-1 using with 20mm graded crushed stone aggregate including necessary form work for grouting including 3.15mm thick, MS top sheet cover double door with locking arrangement welded to MS frame made out of (25x25x6)mm angle iron frame fixed with hold fasts including painting of steel surface with two coats of synthetic enamel paint over a coat of red oxide primer including necessary excavation in any kind of soil, returning filling in and removal of surplus soil to a distance not exceeding 50m complete all as specified and shown on drawing. |
| 39 | Shifting/ rerouting of existing pipe 80mm/100mm/150mm from site as required complete all as specified and directed |
| 40 | Sch 'A' Part-VIII (Sec-II) (External Electric Supply Work):-This Schedule is not Pre-Priced by MES and the Pre-Priced rate indicated as \\"Rs. 0.00\\" under col.5 signifies this fact only. |
| 41 | Supply, installation, testing and commissioning transformer of step down, copper wounded, outdoor type complete with standard fittings, HT 11 KV 3 phase , LT 433 Volts, 3 phase , 4 wire, Level-2, 50 HZ, 50 KVA capacity core type double copper wound, oil immersed naturally cooled, oil naturally air natural (ONAN) with external cooling tubes, delta connected on primary side (HV) and star connected on secondary side (LV), in accordance with victor group DYN-11 with natural brought out on secondary side (LV side) and having tapping at +- 2.5 % & +- 5% on HV side to be charged by means of hand operated off load tap changer gear. The maximum temp rise should not exceed 45 degree celsius in oil and 55 degree celsius in HV/LV winding when measured by resistance method after continous full load run on an ambient temperature of 40 degree celsies. The transformer shall be IS 1180 maked, having impedence 4 percent & loss as per IS 1180 Part 1 and shall comprises of the following:- (Contd.../) |
| 42 | (a) Three No porcelain bushing suitable for 11 KV on HV side complete with copper rods, nuts and washers. (b) One cable box on LT side (secondary side) consisting of four No porcelain bushing with copper rods, complete with nuts and washers with cable glands.(c) Oil conservator with filter type drain valve and oil level gauge.(d) De-hydrating breather with first type fill of delrydrating agent (silika Gel)(e) Explosive vent, thermo meter pocket on tank cover, oil level gauge, oil drain filter valve, lifting lugs, oil filling hole with cap, plug with connection plate complete, air release valve plug and four nos plain solid cast steel detachable rollers.(f) One No. 100mm dia, dile type therm meter vapour pressure type having range 0- 120ºC with metal guard having maximum perimeter temperature reading indicator with re- setting devices.(g) Two earthing terminals on tank cover to facilated fixing of (32x6)mm GI iron strip for earth in of body.(h) Rating plate and terminal marking plate. (Contd.../) |
| 43 | (j) Extra bushing for neutral, out side the cable box for providing independent set o earthing for neutral.(k) First filling of new & unused transformer oil, IS - 335 Marked within filter & tested upto 40 KV di electric strength at 2:5mm air gap between testing electrodes. The transformer oil shall be fresh and approval certificate from manufacturer shall be obtained by contractor and furnished to GE, the copper shall be 99.97% purity and approval certificate from manufaturer shall be obtained by contractor and furnished to GE.Note: Pre -commisioning inspection of transformer shall be carried out by rep of Accepting offr and T&P for the inspection shall be arrange by contractor, cost of the T&P etc; for testing shall deemed to be included in the unit rate. |
| 44 | Voltage stabilizer for automatic operation, single phase naturally air cooled, indoor type, wall mounted type & designed for input variation between 340 volts to 280 volts with output stabilized voltage at 415 volts with accuracy of ± 1% and of capacity 50 KVA, complete all as specified and directed. |
| 45 | Street light bracket made out of 40mm dia, medium grade GI pipe of 1.2m length, both end hole for fixing street light/security light fitting on steel tubular pole including MS clamps, back plates fabricated from structural steel section 40mmx6mm, including nuts, bolts, washers, welding cold or hot, drilling of holes for bolts, in any shape or size including two coats of aluminium paint over a coat of red oxide primer after preperation of steel surfaces, complete all as specified and directed. |
| 46 | Time switches 240 V single phase of 16 Amps rating with contactor fitted inside steel enclosure complete all as specified and as directed. |
| 47 | PVC insulated copper conductor cable, 1.5Sqmm, 3 core, served with inner sheathing of PVC tape and overall PVC sheathed, 1100V grade heavy duty, connecting from street light junction boxes to light fitting complete all as specified and as directed. |
| 48 | FRP junction box pole mounting weather proof out door type junction box of size 155mmx 155mm x 100mm complete with 4 way connector-01 No, 6 Amps SP MCB-01 No mounted inside complete all as specified and directed. |
| 49 | Double walled corrugated (DWC HDPE) pipe of size 75mm including snap fit coupler conforming to IS16205 (Pt-II)/IS 61386 Pt-II for protection of under ground cable complete all as specified and directed. |
| 50 | Supply, installation, commissioning and testing LT weather proof panel board, factory made, dust and vermi proof, powder coated, outdoor type, IP 65, double door shutter, powder coated, made out of CRCA 3.15mm thick outer and 1.6mm thick for inner door with angle iron (50x50x6)mm outoor, floor mounting type with Aluminium bus bar suitable for 3 phase, 4 wire 50 Hz, AC supply including PCC work, 0.6 mtr above ground level grouting etc; complete all as specified and directed as per following provisions:-Incoming: (a) MCCB TPN 16 KA,100 Amps- 1 Nos as incomer Outgoing:(b) ON Load change over switch 415V, 4 pole of capacity 100 Amps - 01 No(c) MCCB TPN 16 KA, 63 Amps - 02 No & (01 No Standby) (d) MCB SPN 20 Amps - 03 No (e) Aluminium bus bar capacity 200 Amps for phase-R-Y-B & neutral -1set (f) Digital Ammeter 0- 320 A and voltmeter 0-500V alongwith selector switch - 01 No each (g) complete control panel wiring with stranded copper conductor of suitable size along with one set indicator lamp for R,Y & B for each phase. Note-:1) The pannel shall be front operatded with cable entry from the bottom with cable glands. The fault with standing Capacity shall be 50 KA & earth bus shall be part of the LT panel.(2) Earth work and construction of platform for panel, brick masonary in cement mortar 1:6 with foundation PCC 1:48 (type D-2) including plaster work, PCC coping 1:2.4 (20mm graded crushed stone aggregate). |
| 51 | Supply, installation, commissioning and testing LT weather proof panel board, factory made, dust and vermi proof, powder coated outdoor type, IP 65 double door shutter, made out of CRCA 3.15mm thick outer and 1.6mm thick for inner door with angle iron (50x50x6)mm outoor, floor mounting type with Aluminium bus bar suitable for 3 phase, 4 wire 50 Hz, AC supply including PCC work, 0.6 mtr above ground level grouting etc; complete all as specified and directed as per following provisions:-Incoming: (a) MCCB TPN 16 KA, 63 Amps- 1 No as incomer Outgoing:(b) MCCB TPN 16 KA, 40 Amps - 02 No (c) MCB SPN 20 Amp-01 No (d) Aluminium bus bar capacity 150 Amps for phase-R-Y-B & neutral -1set (e) Digital Ammeter 0- 200 A and voltmeter 0-500V alongwith selector switch - 01 No each (f) complete control panel wiring with stranded copper conductor of suitable size along with one set indicator lamp for R,Y & B for each phase.Note-:1) The pannel shall be front operatded with cable entry from the bottom with cable glands. The fault with standing Capacity shall be 50 KA & earth bus shall be part of the LT panel.(2) Earth work and construction of platform for panel, brick masonary in cement mortar 1:6 with foundation PCC 1:48 (type D-2) including plaster work, PCC coping 1:2.4 (20mm graded crushed stone aggregate). |
| 52 | Earth work in excavation by mechanical means Hydraulic excavator)/ in foundation trenches or drains (exceeding 1.5 m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 3m, including getting out in all kind of soil (the excavated soil) and disposal of surplus excavated soil, within a lead of 50m complete all as specified and directed.Note:- Contractor may at his discretion use any means for excavation and width required at site. However payment shall be made for authorized width only as defined in preamble para 3.2.3 to section 3 of MES SSR Part-II. |
| 53 | Sch 'A' Part-XI (Fire Alarm and Fire Fighting System):-This Schedule is not Pre-Priced by MES and the Pre-Priced rate indicated as \\"Rs. 0.00\\" under col.5 signifies this fact only.m |
| 54 | Fire Alarm sounders/Sirens electronic type horizontal two stage continous normal operation for atleast 50 minutes with sound level 65 db to 120 db Measured at 1.5m with sound output Variation of + 5 db 500m range complete all as specified and directed. |
| 55 | Fire pump electrically driven horizontal end suction, centrifugal type confirming to IS- 12469 :1988 with CI casing , bronze impeller and Stainless steel shaft mounted on heavy duty bearings suitable for continuous operation with 'range of operation' 0 % to 150 % of rated capacity for 440V, 3 Phase, 50 Hz, 70m Head, 1620 LPM discharge complete all as specified and directed. |
| 56 | Hydrant valve single headed 63mm dia complete all as specified and directed. |
| 57 | Hose reel drum 30m complete all as specified and directed. |
| 58 | Jockey pump horizontal end suction centrifugal type Confirming to IS- 12469: 1988 with CI casing, bronze impeller and stainless steel shaft mounted on heavy duty bearings suitable for automatic operation with nonover loading powercharacteristics for frequent start / stop operations for 440V, 3 phase, 50 Hz, 70m, head 180 LPM discharge complete all as specified and directed. |
| 59 | Supply, installation, testing and commissioning of LT weather proof panel, factory made, dust and vermi proof, board powder coated outdoor type, IP-65, double door shutter, made out of CRCA 3.15mm thick, outer and 1.6mm thick for inner door with angle iron 50mmx50mmx6mm outdoor floor mounting type with aluminium bus bar suitable for 3 phase, 4 wire, 50Hz, AC supply including PCC work, 0.6mtr above ground level grouting etc; complete all as specified and as directed as per following provisions:- INCOMING(i) MCCB, TPN, 16KA, 63 Amps - 1No as incomer. OUTGOING(i) MCCB, TPN, 16KA, 40 Amps - 02 No.(ii) MCCB, SPN, 20 Amp - 01 No. (iii) Aluminium bus bar capacity 150 Amps for Phase-R-Y-B & neutral - 1 Set.(iv) Digital ammeter 0-200A and voltmeter 0-500V alongwith selector switch-01 No each.(v) Complete control panel wiring with stranded copper conductor of suitable size along with one set indicator lamp for R, Y & B each phase.Note-:1) The pannel shall be front operatded with cable entry from the bottom with cable glands. The fault with standing Capacity shall be 50 KA & earth bus shall be part of the LT panel.(2) Earth work and construction of platform for panel, brick masonary in cement mortar 1:6 with foundation PCC 1:48 (type D-2) including plaster work, PCC coping 1:2.4 (20mm graded crushed stone aggregate). |
| 60 | Mild steel flanged pipe 80mm NB heavy duty for multi storied building duly painted with 2 coat of synthetic enamel paint over a coat of zinc chromate primer complete all as specified and directed. |
| 61 | 63mm dia 15 meter long hose conforming to IS 636 complete with male and female coupling conforming to IS 903 complete all as specified and directed. |
| 62 | Sch 'A' Part-XII (AC Plant ):-This Schedule is not Pre-Priced by MES and the Pre-Priced rate indicated as \\"Rs. 0.00\\" under col.5 signifies this fact only.m |
| 63 | Supply, Installation, testing and commissioning of package type water cooled AC Plant DX type of capacity 3 x 5.5TR (2 x 5.5TR working and 1 x 5.5TR is standby) with scroll type compressor, S & T continued, microprocessor based control panel for operation on refrigerant R-407 C/ R410 / R134 complete with 1st charge of refrigerant gas including ducting complete all as specified and directed. (Contd.../) Please Enable Macros to View BoQ information |
| 64 | Supply, Installation, testing and commissioning of package type water cooled AC Plant DX type of capacity 3 x 5.5TR (2 x 5.5TR working and 1 x 5.5TR is standby) with scroll type compressor, S & T continued, microprocessor based control panel for operation on refrigerant R-407 C/ R410 / R134 complete with 1st charge of refrigerant gas including ducting complete all as specified and directed. (Contd.../) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 29 daysAug 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 31 daysTender Documents
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