Tender For Providing Of Certain B/R And E/M Sanctioned Work In Various Units Under Ge (A) Jaisalmer At Mil Stn Jaisalmer
Tender Value
1.34 Crore
Estimated cost
Bid Submission
17 Sep 2026
27 days left
EMD
2.09 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaisalmer → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Providing Of Certain B/R And E/M Sanctioned Work In Various Units Under Ge (A) Jaisalmer At Mil Stn Jaisalmer
BOQ
| Sl. No. | Item Description |
| 1 | Earth work excavating in post holes (or similar holes) in any type of soil, each not exc 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers n.exc 25 cm, watering and removing surplus soil to a distance n.exc 50 Mtr and making good surface complete all as specified and directed by Engineer-in-charge. |
| 2 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in hard/dense soil complete all as specified & directed by Engineer-in-Charge. |
| 3 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, laying of cable/pipe etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ disintegrated rock complete all as specified & directed by Engineer-in-Charge. |
| 4 | Removing excavated soil to a distance not exceeding 50 meter and depositing where directed, at a level n.exc 1.5m above the starting point, complete all as specified and directed by Engineer-in-charge. |
| 5 | Removing excavated materials (soft / disintegrated rock ) to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed by Engineer-in-charge. |
| 6 | Returning filling in including spreading leveling watering & well ramming in layers n.exc 25cm thick complete all as specified and directed by Engineer-in-charge. |
| 7 | Returning, filling in including spreading, leveling, watering and well ramming excavated soft/disintegrated rock in layers, complete all as specified and directed by Engineer-in-charge. |
| 8 | M&L Plain cement concrete 1:4:8 type D-2 (using 40 mm graded mechanically crushed stone aggregate) as in foundation filling etc complete all as specified and directed by Engineer-in-charge. |
| 9 | M&L Plain cement concrete 1:3:6 type C-2 (using 40 mm graded mechanically crushed stone aggregate) as in foundation filling etc complete all as specified and directed by Engineer-in-charge. |
| 10 | S&F GI tubing (ISI) marked) medium grade of various diameters as required in construction with all fitting including fixing, erection complete to wall, ceiling or in Green/ Lung spaces work complete all as specified and directed by Engineer-in-charge. |
| 11 | S&F of GI fixtures and accessories like all types of clamps, L & T- fixtures, and the like for fixing of GI pipe in Green/ Lung spaces work complete all as specified and directed by Engineer-in-charge. |
| 12 | S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square exc 5cm but n.exc 10cm long,diameter of neck 11 to 15 mm complete all as specified and directed by Engineer-in-charge. |
| 13 | S&F for Plain, galvanised, mild steel sheeting of 1.00mm thickness, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating 275 or fixed with screws complete to the Green/ Lung spaces complete all as specified and directed by Engineer-in-charge. |
| 14 | S&F Plain Galvanized Iron (GI) sheets for cladding/roofing, fixed with single/double lock seams or riveted joints including GI rivets, washers, and necessary fasteners over closely-spaced purlins or full backing support, including painting of seams with zinc chromate primer where required, complete all as specified and directed by Engineer-in-charge with following properties: 24 B.G. (Birmingham Gauge) / 0.63mm thick (or 0.50mm / 0.80mm as required) hot-dip plain galvanized steel sheet conforming to IS: 277. |
| 15 | S&F for 32mm dia black HDPE pipe complete all as specified and directed by Engineer-in-charge. |
| 16 | S&F for 1 HP pressure motor with 3mtr suction pipe of heavy duty complete all as specified and directed by Engineer-in-charge. |
| 17 | S & F 1000 litres capacity Three Layers White colour Rotational moulded polyethylene water storage tanks (Cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I including Ball valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed. (Minimum weight 15mm-142gms/ 2 0 m m - 2 1 0 g m s . / 25mm-455gms/ 40mm - 690 gms) complete all as specified and directed by Engineer-in-charge. |
| 18 | M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified & directed by Engineer-in-charge. |
| 19 | Extra over stone walling for hammer dressing to face stones with maximum depression on face from straight edge not exc 20mm and dressing face beds and joints as specified to squared rubble walling, Jodhpur type brought upto courses complete all as specified & directed by Engineer-in-charge. |
| 20 | Material and labour for 15 mm thick rendering in cement mortar (1:4) on other side of lathing of stone masonry or concrete surfaces finished even and smooth without using extra cement complete all as specified & directed by Engineer-in-charge. |
| 21 | Material and labour for 10 mm thick rendering in cement mortar (1:4) on other side of lathing of stone masonry or concrete surfaces finished even and smooth without using extra cement complete all as specified & directed by Engineer-in-charge. |
| 22 | M&L for preparation of newly plastered surfaces and applying Material & Labour for applying Two or more coatsof 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified & directed by Engineer-in-charge. |
| 23 | M&L for preparation of newly plastered surfaces and applying two coats of cement based paint complete all as specified & directed by Engineer-in-charge. |
| 24 | S &F Rolled sections Fe-410- W(Gde- E-250) quality- Bas in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates complete all as specified & directed by Engineer-in-charge. |
| 25 | M&L for preparation of new surfaces of steel of any description, over 10 cm in width or girth, not otherwise described and applying two coat of synthetic enamel paint over a coat of red oxide complete all as specified & directed by Engineer-in-charge. |
| 26 | M&L for 75 mm thick cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base of flooring / hardstanding complete all as specified & directed by Engineer-in-charge. |
| 27 | M&L for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete including packing all around with PCC 1:2:4 complete all as specified & directed by Engineer-in-charge. |
| 28 | M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified & directed by Engineer-in-charge. |
| 29 | S&F 10mm thick plain hollow polyicarbonate sheet (ISI marked) with shelf drilling steel screw with washer on roof and joint of two sheet will be filled with silicon weather proof sealent and cover with aluminum strip of size of 50x3 mm top and bottom and fixed with shelf drilling steel screw with washer on roof complete all as specified & directed by Engineer-in-charge. |
| 30 | Supply and Fixing of structural Galvanized Iron (GI) sections (Grade E-250, Fe-410 quality), including main and cross beams, hip and jack rafters, purlins connected to common rafters, and running rails/guides for sliding doors. The sections shall be securely fixed in position using GI angle cleats, connecting plates, and all necessary hardware to ensure a complete and rigid structural framework complete all as specified & directed by Engineer-in-charge. |
| 31 | Supply, installation, testing, and commissioning of wind-operated, non-electrical Turbo Ventilators of approved make and design. The item includes providing a high-grade aluminum/stainless steel vane structure (vanes, top cap, and central shaft mechanism) with permanently lubricated, double-shielded stainless steel ball bearings for frictionless, noiseless operation even at low wind velocities.The installation must be complete with a matching UV-stabilized Fiber Reinforced Plastic (FRP) or polycarbonate base plate/flashing configured to match the profile of the existing roof sheeting (GI/Color-coated profile sheets). The unit must be securely fixed to the roof purlins using self-drilling fasteners, EPDM washers, and high-performance weather-proof silicone sealants to ensure a 100% leak-proof joint, all complete as per manufacturer specifications all as specified & directed by Engineer-in-charge. |
| 32 | Supply & Fixing, Testing and commissioning of Galvanized steel high mast lighting system of 16 meter in two section, 3 mm section thickness, in two section with head frame top 3mm and bottom 4mm having top diameter 150mm and bottom diameter 360mm suitable for 09 LEDs fixtures of 200 watt with lighting protection finial GI single spike length 1200mm & lantern carriage of 9 arm in two segments having double drum winch of capacity SWL 500 KG self lubricating & stainless steel wire rope of grade AISI1316 dia 6mm having number of rope 3 Nos of 6mm for lantern carriege and 2 Nos of 6mm for double drum winch, having breaking load capacity 2350 Kgs per as wire rope with raising cable flexible copper 5 core 2.5 Sqmm and moter of capacity 1.5 HP single speed reversible type 415 Volt/240 Volts complete with anchor plate & template foundation bolts & nuts and with complete foundation as per manufacturer drawing and specification complete all as specified and directed by Engr-in-Charge. Note: Rate quoted by the Contractor shall deemed to inclusive of earth work, excavation, PCC, foundation etc for this item. |
| 33 | S&F High Mast Light Integral type LED Flood Light of 200 Watt elegently designed, pressure die cast aluminium housing in powder coated finish IP-66 Lumen efficacy >= 120lm/W and total Lumens Output must be + 24,000 Lumens or more, operating voltage range 120-270, P.F > 0.95, Cct-5700k, Surge Protector of 10 Kv inside fittinf, driver of the fitting shall be potted type only for vibration proof performance with inbuilt surge protector, over voltage protection both fixture and drive must have seperate BIS marked registration with clearly mentioned of fixture & as well as on driver. The manufacturer pf the LED fitting shall have inhouse NABL accredited lab & contractor shall furnish complete all as specified & directed by Engineer-in-charge. |
| 34 | M & L bore earthing not less than 250 mm dia 16 feet deep filled with black soil up to 7 feet from bottom complete with galvanized iron pipe 40 mm bore medium grade 3 meter long tapers at bottom & provided 12 mm holes (staggered) at 75 mm centre to centre up to 2.5 meter of length from bottom , burried directly in ground filled with 45 cm alternate layer of chemical magnisium sulphate, charcoal & salt up to ground levl connected to galvanized iron strip 25x4mm as earthing lead up to 7.5 mtr by means of bolt and nut, check nuts and washer of galvanized iron or steel including brazing work and 40mm dia light grade pipe for earth lead protection including all necessary earth work, excavation, earth chamber with PCC 1:3:6, Type C1 and RCC chamber cover of PCC 1:2:4 with handle and 20 mm dia GI watering pipe with funnel and wire mesh etc and testing on complete all as specified & directed by Engineer-in-charge. |
| 35 | M&L bore earthing not less than 250 mm dia 16 feet deep filled with black soil up to 7 feet from bottom complete with galvanized iron pipe 40 mm bore medium grade 3 meter long tapers at bottom & provided 12 mm holes (staggered) at 75 mm centre to centre up to 2.5 meter of length from bottom , burried directly in ground filled with 45 cm alternate layer of chemical magnisium sulphate, charcoal & salt up to ground level connected to galvanized iron strip 32x6 mm as earthing lead up to 7.5 mtr by means of bolt and nut, check nuts and washer of galvanized iron or steel including brazing work and 40mm dia light grade pipe for earth lead protection connected to electrical equipment and earthing test point , earth dolly and earth chamber as shown in elect plate No 2 of SSR Pt-I including all necessary earth work, excavation, earth chamber with PCC 1:3:6, Type C1 and RCC chamber cover of PCC 1:2:4 with handle and 20 mm dia GI watering pipe with funnel and wire mesh etc and testing on complete all as specified and directed by Engg-in-Charge. Note : Testing of earthing of any type, after disconnecting from test point and other loops by using ISI marked digital/Analog earth tester of reputed make and test result shall be entered in a Earth Testing register and put up to the Engr-in-Charge after testing complete all as specified and directed. Test result for item No. 6 and all earthing in schedule to be provided to Engr-in-Charge before completion of work. Earth tester to be provided by the contractor himself. |
| 36 | Supply, installation, commissioning and testing of High Mast Timer Panel tappered (CPRI Approved) out door type 415 Volts, 50 Hz, 3 Phase 4 wire supply Padastal mounted center opening with locking arrangement , factory assembled, weather and vermin proof (protection class IP-54) canopy on top, outer door made out of 3.15 mm thick CRCA sheet for individual hinged type door for MCBs , powder coated and supported on 40 mm x 40 mm x 5 mm M.S angle iron frame complete to accommodate including the following:-(a) MCCB 63 Amp-01 (b) TP Contactor 63 Amp-01 No(c) TPN MCB 63 Amp-01 No(d) Digital Timer Switch astronomical type-01 Not(e) SP MCB 16 Amp-09 Nos(f) Push Button-02 Nos(g) Toggle Switch-01 No(h) Glass Fuse-01 No(j) Neutral Link-01 No(k) Terminals (a) Incoming Suitable 35 Sqm-01 No (b) Outgoing 16 Sqmm(Close Type)-04 Nos (c) Outgoing 6 Sqmm (Close Type)-03 Nos |
| 37 | Supply, laying, testing and commissioning of cable XLPE insulated screened PVC bedded, galvanized steel strip or wire armoured electric power cable (heavy duty) 1100 volt grade with stranded aluminium conductor of size of cross sectional aera 25 Sqmm 4 core with cable lugs, gland, cable termination box etc complete all as specified & directed by Engineer-in-Charge. |
| 38 | Supply, laying, testing and commissioning of cable XLPE insulated screened PVC bedded, galvanized steel strip or wire armoured electric power cable (heavy duty) 1100 volt grade with stranded aluminium conductor of size of cross sectional aera 300 Sqmm 3½ core with cable lugs, gland, cable termination box etc complete all as specified & directed by Engineer-in-Charge. |
| 39 | Supply and laying DOUBLE WALL CORRUGATED (DWC) pipe 63 mm outer dia 50 mm bore as per IS-16205 part 24 cable protection including all fitting as required complete all as specified & directed by Engineer-in-charge. |
| 40 | S&F LED Aviation Light single dome suitable for High Mast Light complete with fixing arrangment & bolts complete all as specified & directed by Engineer-in-charge. |
| 41 | Supply & fixing feeder pillar box out door type not less than 0.60 M x0.60 M x0.60 M made out of 3.15mm thick CRCA sheet powder coated dust & vernin proof supported on angle iron frame 40x40x5 MM ,connected with ,aluminium bus bar 04 Nos rated capacity fix vertically inside the panel 200, Amp for netural supported on porcelain insulators including painting with two coats red oxide primer and PCC foundation complete all as specified & directed by Engineer-in-charge. |
| 42 | Conducting soil investigation (bore hole) as per IS : 1892-2021 by manually/calax drilling of 100- 150 mm diameter with casing pipe/ benotine slurry if required for supporting inner collapsible stratum below water table with pot holes/ helical auger in all type strata of soil / sandy soil/ disintegrated rock/ hard rock/soft rock etc upto depth of 10 mtr. Conducting standard penetration test (SPT) at regular interval & submit the SBC report.Following are Laboratory Tests conduct in Lab:-1. Natural Moisture content Test (IS- 2720, 1992 Part 2)2. Grain size Analysis (IS-2720, 1992 Part 4)3. Alterberg's Limits test (IS:2720 Part 5 1992)4. Specific gravity test (IS:2720, Part 3 1992)5. Free Swell Index test (IS:2720, Part 40, 1977)6. Swell Pressure Test (IS:2720, Part 41, 1977)7. Dry Density & Moisture Content (IS:13030-1991)8. Specific Gravity (IS 1122-1974)9. Unconfined compressive strength of rock (IS 9413-1979)10. Triaxial Shear Test (UU) (IS:2720 Part 11, 1992) Following Points should be considered in SBC report :- |
| 43 | ITEM NO. 42.00 CONTD...a. RL of ground leve/foundation level w.r.t Bench Markb. Nature of Each Startum and Engineering Properties of soil & rock which may affect design and mode of construction of proposal structure and their foundations.c. Recommendations SBC should be given for bore holes.d. Photographic record of Geo Exploration as well testing shall form part of record.e. Recommendation as regards possibility of liquifaction of soil be given.f. Location of GWT peak dry and Peak monsoon period.g. Possible corrosive effects of soil and water foundation material.h. Recommendation for filling under floors.j. SBC shall be worked out and recommendation or foundation to be provided. |
| 44 | Supply, install, test and commissioning of accoustic proof AMF type diesel engine driven generating set fully wired, 415V, +5%, AC 3 phase, 4 wire, 50 Hz having capacity not less than 320 KVA continous rating power factor 0.8 (lagging), connecting as per IE rules and mounted on a common base plate with anti vibration pad recommended by the manufacturer all as specified and directed .The DG set shall comprise of following :- . The diesel engine will comprise of following:- (A) Diesel Engine - The engine should be four cylinder,liquid cooled, turbocharged with after cooler, developing not less than 380 BHP @ 1500 RPM. is inline, electric start, compression ignition, 4 stroke, designed to run continuously at 1500 RPM confirming to IS 10002, ISO-3046, BS 5514 strandard. Diesel Engine will comply with present CPCB -IV+ norms. Make - CUMMINS / KIRLOSKAR / CATERPILLAR/MAHINDRA and MAHINDRA/GREAVES COTTON. |
| 45 | ITEM NO. 43.00 CONTD...1.Dry type air cleaner2.Exhaust silencer suitable for canopy3.Expansion bellow4.lube oil coller5.Lube oil filter6.Fuel filter7.Radiator with pusher type fan and mounting8.In-line mono block fuel injection pump9.Electronic governor and fuel feed pump10.Flywheel with starter ring and bell housing suitable for close coupling11.Electric starter motor 12 Volt12.Battery charging alternator 13.Microprocessor based controller fixed in power panel14.Protection system for Low lube oil pressure, high water temperature(B) Alternator, The alternator shall be designed for an output of not less than 320 KVA suitable for continuous operation rated at 1500 rpm 415 V, 0.8 PF, 50Hz, 3Ph in SPDP enclosure, self exicted & self- regulated, Brush less, floor mounted with Ball or Bearing on end shields. The alternator conforms to IS : 4722, BS EN 60034-1 & will be suitable for tropical condition. Make;- KIRLOSKAR/ ALSTOM/STAMFORD |
| 46 | ITEM NO. 43.00 CONTD...(C) Electric system : The electric system of the starter motor and charging alternator shall have the following components:- (i) Charging alternator 12V or 24V, DC (ii) Voltage regulator built in type IC regulated (iii) Starter motor 12 volts DC/24V DC (iv) Battery 12 volts DC and 2 Nos 180 AH capacity or quantity as per OEM standards with one set of connecting leads of suitable size copper cable. (D) Fuel tank (Service tank) : The fuel tank shall be mild steel suitable to hold fuel for minimum 8 hours or running at Full load and shall be including fuel level indicator duly marked to read 25%, 50%, 75%,100% per division fuel line from tank to engine arrangement for fuel filling fuel and digital display and drain out facility etc. compelte all as specified. |
| 47 | ITEM NO. 43.00 CONTD...(E) AMF Control Panel : Automatic mains failure (AMF) control panel shall be able to start up the DG set and transfer the load on to the DG set on main failure without requiring any human intervention . Similarly on restoration of Main supply it shall be able to transfer the DG set automatically alognwith provision of by pass arrangements of main supply. The AMF panel shall be with in enclosure having IP-53 degree of protection conforming to IS:13947 (Part-I) 1993 fabricated from minimum 1.6mm thick CRCA sheet steel duly pre treated aesthetically finished and shall be dust and vermin proof. The AMF panel shall have the following accesseories:- (a) Micro processor based relay wiht composite meter for digital display of (i) Generator voltage/AC main voltage (ii) Generator current (iii) Power factor (iv) frequency (v) Energy (KWH) (vi) Engine start (vii) On delay time for load change over (viii) On delay time for engine shut off (ix) Fuel level reading in ltr (b) Mode selector for setting the panel on any one position such as 'Off' or 'Auto' or 'Manual' or 'Test' (c) Engine ON-OFF switch (push button type) (d) MCCB of capacity of 630 Amp FP suitable to alternator 415 volts 36 KA-1 No |
| 48 | ITEM NO. 43.00 CONTD...(e) Aluminium Bus bar (one number for each phase and neutral and earthing terminal) or adequate rating duly colour with heat shrinkable PVC sleeves . (f) Two contractors of suitable rating (one for DG set & one for AC mains) with over load relay. (g) Under voltage relay for mains (h) Battery charger complete with voltage regulator, float or boost selector switch On-OFF switch, voltmeter and ammeter for charging the battery from mains. This will be in addtion to the battery charging alternator fitted on the engine. (j) Instrument and control panel. (k)Five numbers indicating lamps to indicate 'Mains ON', 'Load on mains', DG set running 'Load on DG set' and 'Battery ON' (l) Audio Visual alarm on AMF Controller for 'Low lubricating oil pressure', 'High water temperature', 'Start failure' and DG set over load' (m) Any other switch, instrument, relay or contactor etc. essential for smooth and trouble free functioning of DG set with AMF panel. |
| 49 | M&L for sand cushioning to under ground cable using tibba sand and gently punning to cushioning to cable complete all as directed by Engineer-in-Charge.(Note :- Punned thickness of sand cushioning shall only measured for the purpose of payment). |
| 50 | Supply & laying 40 to 50mm thick roughly hammer dressed Jodhpur stone patti cable cover 25cm to 30cm wide and n. exc 60cm long each laid dry abutting with each other with maximum gap between adjacent slabs n. exc 10mm complete all as specified & directed by Engineer-in-charge. |
| 51 | Supply, installing, testing and commissioning out door type LT feeder piller box of suitable size, padestal mounted, CPRI type tested factory made totally enclosed, dust and vermin proof, double leaf shutter in front and single leaf shutter in rear side made of 3.15 mm thick CRCA sheet, framing with 50 x 50 x 6 mm thick MS angle iron and legs of size 0.5m long . duly fabricated and having proper locking arrangement in both front and rear door with 4 side slanting roof duly projected and painted to both internal and External surfaces with powder coating paint in heat process of sheet and suitable for 415 volts, 50 Hz, 3 phase 4 wire system and comprising with and the panel shall be mounted on 50x50x6mm angle iron stand of height 45cm above ground and 45 cm embeded in ground on suitable PCC foundations. Computer cut shelf adhesive vinyl danger notice plate having conventional symbol of bone & skull be provided, complete as directed . The panel shall consists of following accessories:- |
| 52 | ITEM NO. 46.00 CONTD...(a) MCCB three phase ,415 volt, 4 pole of capacity 630 amps 50 KA - 01 Nos. (b) MCCB 100 Amp 3 pole,415 volt 25 KA - 03 Nos. (c) MCCB 63 Amp 3 pole,415 volt 25 KA - 03 Nos(d) Change over switch, on load 100 Amps -03 Nos(e) Change over switch, on load 63 Amps -03 Nos(f) Ammeter with selector switch 0 to 630 Amps-04 Nos(g) Voltmeter with selector switch 0 to 630 V-01 Set (h) Bus bar chamber including aluminium bus bar 800 Amps for 3 phases and Neutral. (i) Multi functional meter for incoming volt/amp-01 Nos Note : Each compartment should be of minimum 50 Cm x 50 Cm for fixing change over switch & MCCB. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 27 daysSep 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 29 daysTender Documents
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