Tender For Construction Of 1 No. Deep Tubewell (650 Lpm Capacity), Pump House, Rising Main And All Other Appurtenant Civil & Electro-Mechanical Works Specified In The Boq Of Tender Document Including Confirmatory Survey, Design, Drawing, Testing And
Tender Value
2.57 Crore
Estimated cost
Bid Submission
19 Nov 2026
9 days left
EMD
5.16 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dehradun → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 1 No. Deep Tubewell (650 Lpm Capacity), Pump House, Rising Main And All Other Appurtenant Civil & Electro-Mechanical Works Specified In The Boq Of Tender Document Including Confirmatory Survey, Design, Drawing, Testing And Commissioning (With Twelve Months Defect Liability Period And Handing Over Of Completed Works To Concerning Agency) On Item Rate Contract Basis Including Supply Of All Materials, Labour And T&P Etc. Complete For Source Augumentation Of Zone-5 (Dma-05) In Garhi Cantt, Dehradun Under State Sector Programme
BOQ
| Sl. No. | Item Description |
| 1 | Supply of all Materials, Labours, T&P etc.and Construct a Pump House With Size (3.6 m x 3.0 m with 1.2 m wide verandah) as per Design and Drawings, all complete. |
| 2 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 4 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : |
| 5 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: |
| 6 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 7 | Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete. |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 9 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). |
| 10 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm bed by dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth |
| 11 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 12 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 13 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.c.c work Using Thermo-mechanically treated bars |
| 14 | Centring and shuttering including strutting,ropping etc. and removal of form for |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 17 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 18 | Suspended floors, roofs, landings, balconies and access platform. |
| 19 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 20 | Brick work with F.P.S. bricks of class designation 75 in superstructure Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 21 | Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge |
| 22 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 23 | Profile 'B' (Single Pattam) |
| 24 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners,all necessary fittings complete, including applying a priming coat of approved steel primer |
| 25 | Using M.S. angels 40x40x6 mm for diagonal braces |
| 26 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 5.5 mm thick glass panes. |
| 27 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. |
| 28 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 29 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 30 | Providing and fixing fly proof galvanised M.S wire gauze to windows and clerestory windows using galvanised M.S. wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm. With 12 mm mild steel U beading. |
| 31 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick |
| 32 | Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 33 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1 :4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 34 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS 15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 1 2 mm thick bed of cement Mortar 1 :3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. (On walls) |
| 35 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75mm deep chase |
| 36 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. |
| 37 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : |
| 38 | 110 mm diameter |
| 39 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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. |
| 40 | Coupler(110 mm) |
| 41 | Bend 87.5 degree |
| 42 | 110 mm bend |
| 43 | Shoe (Plain) |
| 44 | 110 mm Shoe |
| 45 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs,screwed with M.S. screws of required length including |
| 46 | 110 mm |
| 47 | 12 mm thick cement plaster in 1:6 ( 1 cement and 6 fine sand) mortar including supply of all material , labour and T&P etc. required for proper completion of the work. |
| 48 | 15 mm thick cement plaster in cement mortar 1:6 on Rough face of brick wall including supply of all material , labour and T&P etc. |
| 49 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster (top of chajja) |
| 50 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 51 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade (New work (two or more coats) over and including priming coat with cement primer) |
| 52 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 53 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 54 | Supply of all materials, labour T&P etc. required for construction of V-Notch etc. all complete. |
| 55 | Rising Main |
| 56 | P/L Double Chambered Ductile Iron Pipes Restrained Joint of class K-9 with true to alignment & Jointing of full lenght including supply of packing confirming to IS: 5382-1985 with testing of pipe line complete. |
| 57 | 150 mm dia. |
| 58 | Providing and laying D.I double chambered restrained joints specials, class K-12 IS 9523/2000 |
| 59 | 150 mm dia. |
| 60 | 11.25 Degree |
| 61 | 22.5 Degree |
| 62 | 45.0 Degree |
| 63 | 90.0 Degree |
| 64 | Making connection from gravity main pipeline at ground to Exisitng OHT/GSR including arrangement for vertical pipe, inlet, etc. Providing, laying, jointing of DI D/F K-9/API/MS ERW including clamps, scaffolding, cutting holes, provising puddles, and making good the same, empting OHT/GSR, cleaning internal and external surface of OHT/ GSR and Testing as per relevant IS code for leakage and carrying out necessary work to eliminate leakage in connection and repair of other necessary items of OHT , and disinfection of OHT/GSR, etc. To complete the work as per directions of Engineer-in-charge. |
| 65 | Excavation of earth for pipe line in soil mixed with shingle ,bajri, and boulder strata lift up to 1.5 m. lead up to 30m. Including reffiling, watering, remaining lf excavated earth into the trenches and removal of surplus earth up to a distance of 60m from trenches including supply of labour T&P etc. all complete. |
| 66 | 150 mm dia. |
| 67 | Dismantling of Flexible PavementsDismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 - By Mechanical Means for bituminous road |
| 68 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Water bound macadam road |
| 69 | C.C. RoadDismantling and reinstatement of following type of road surface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials. |
| 70 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.By Mechanical Means - Cement Concrete |
| 71 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C.1:4:8 in base |
| 72 | Cement Concrete (PCC M-30) Pavement:Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications. P.C.C.1:1.5:3 in top |
| 73 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 74 | Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202- Cement Concrete |
| 75 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 76 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 77 | 50% old tiles to be used |
| 78 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 79 | 50% new tiles to be required |
| 80 | Providing and fixing D.I. D/F Sluice Valves Confirming to IS: 14846-2000 in position including all materials, labours, T&P etc complete. PN 10 |
| 81 | 150 mm |
| 82 | Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber. C.I. Double Acting Air Valve PN 1.6 |
| 83 | 80 mm |
| 84 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 carse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. :- With F.P.S. bricks |
| 85 | Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Air valve/ Fire Hydrant, with C.I surface box 350x350 mm top 165 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. :- With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 86 | Instalation of Product Pipe by Auger Boring method including making of entry and exit pits, all related civil works like excavation, horing/ strutting, etc., shielded excavation through auger boring process, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit and after project completion as per the instructions of the Engineer-in-charge all complete except the cost of the pipe. (upto 80 meter installation length) |
| 87 | Upto 300 mm dia (In all type of Soil) - 1 no. Crossing |
| 88 | Providing, casting and fixing RCC Alignment Pillar of M20 grade reinforced cement concrete of approved size and shape, including excavation in all kinds of soil, PCC bed (if required), reinforcement steel, centering and shuttering, concreting, curing, backfilling, finishing with cement plaster, painting the pillar with approved paint, and writing chainage/pipeline details, complete in all respects as per approved drawings and the directions of the Engineer-in-Charge. |
| 89 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 : 6 : 1 2 (1 cement: 6 coarse sand : 1 2 graded stone aggregate 20 mm nominal size) upto plinth level with : |
| 90 | Cement mortar 1 :6 (1 cement: 6 coarse sand |
| 91 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1 : 6 : 1 2 (1 cement : 6 coarse sand : 1 2 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. |
| 92 | Cement mortar 1 :6 (1 cement : 6 coarse sand |
| 93 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 94 | BOUNDARY WALL AND GATE |
| 95 | Supply of all labour, materials, and T&P etc. and construct boundary wall at proposed water works site. |
| 96 | Supply of all labour, materials, and T&P etc and privide 3.6 m wide M.S. gate with pillars as per departmental type design, at proposed water works site. |
| 97 | Supplying and filling in plinth with sand including watering, ramming, consolidating and dressing complete in proposed water works. |
| 98 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with sand, with common burnt clay non modular bricks. |
| 99 | Tube well construction works as per site requirement :- |
| 100 | Transportation of Rig Machine, Air compressor, O.P unit, camp equipages, connected T&P & necessary material up to site of work, incl. loading, unloading etc. complete. |
| 101 | Errection and Leveling of Rig Machine and barricading at site of work |
| 102 | Dismantling of Rig Machine & Clearance of site after satisfactory completion of work. |
| 103 | Drilling of borehole from GL to 198 mtr. BGL |
| 104 | Supply & Lowering of 300 mm dia MS ERW fincut 7.9 mm thick Plain pipe incl. cutting, welding as required at site complete with all T&P. |
| 105 | Supply & Lowering of 300 mm dia MS ERW fincut 7.9 mm thick Slotted pipe incl. cutting, welding as required at site complete with all T&P. |
| 106 | Supply & fixing of 300 mm dia, 8 mm thick tubewell cap. |
| 107 | Supply & fixing of 300 mm dia M.S.D.I housing clamp and Girder Set. |
| 108 | Supply & fixing of 300 mm dia Bail plug. |
| 109 | Supply & Shrouding of Pea gravel in between bore & tubewell assembly to the entire depth of tubewell. |
| 110 | Development of tubewell by 350 PSI/1100 CFM Air compressor. |
| 111 | Development of tubewell by the suitable capacity O.P unit incl. supply & installation of pumping plant. |
| 112 | Chemical & bacteriological testing of water sample |
| 113 | Geohydrological survey of site by resistivity method |
| 114 | SITC of pumping plant as per site requirement :- |
| 115 | Submersible pump set of 650 LPM, 155 M head (01 No. spare) |
| 116 | VFD heavy duty upto 40 HP with MS enclosure (01 No. spare) |
| 117 | Electric control panel with VFD starter 40 HP |
| 118 | 25 Sq.mm Cu 3-core Submersible cable |
| 119 | MCCB (100 Amp) with enclosure box IP-65 |
| 120 | Jointing material |
| 121 | GI Earthing / chemical earthing at pump house |
| 122 | 100 mm dia MS column pipe assembly having thickness 5.4 mm both ends threaded duly socketed / flanged etc. complete |
| 123 | 100 mm dia C.I. D/F sluice valve with hand wheel PN-1.0 |
| 124 | 100 mm dia C.I. D/F Reflux valve PN-1.0 |
| 125 | 100 mm dia specials |
| 126 | Pressure gauge 0-20 kg/cm2 with control cock |
| 127 | Tools for maintenance of pumping plant |
| 128 | Chain pulley block 7.5 tonne, 4.5 mtr. lift with travelling trolley |
| 129 | Rubber Sheet (11 KV, class-B) |
| 130 | Automatic chlorine dosing system (1W+1S dozer pump) |
| 131 | Testing of pumps at site |
| 132 | Painting of pumping plant in the tube well |
| 133 | Servo voltage Stabliser 100 KVA |
| 134 | 50 sq. mm Al. conductor 3.5 core armoured cable |
| 135 | Change over switch (100 Amp) |
| 136 | TPN terminal box (100 Amp) with cable termination |
| 137 | Over voltage & under voltage trip protection (350 V-450 V) |
| 138 | Auto phase reversal unit (60 HP) |
| 139 | Trial & Testing of Pumping plant with automation for 3 months |
| 140 | O&M of all E&M works for six months after trial & testing period |
| 141 | Unforseen items |
| 142 | Silent DG set 100 KVA with acoustic enclosure & AMF panel (CPCB IV) |
| 143 | SITC of automation work as per site requirement :- |
| 144 | IOT software & centralised cloud based system |
| 145 | Data communication gateway device for IOT cloud server |
| 146 | IOT based intelligent Pressure transmitter in tube well |
| 147 | IOT based Electro magnetic flow meter 100 mm size in tube well |
| 148 | SITC of non vented depth sensor (upto 100 mt) |
| 149 | Online residual chlorine analyser (0-10 PPM) |
| 150 | CCTV camera in pump house |
| 151 | Signal cabling between RTU/PLC and field instruments |
| 152 | Online UPS (1 KVA) suitable for automation in tube well |
| 153 | Separate GI / chemical earthing for automation panels |
| 154 | Internal/External electrification of pump house as per site requirement :- |
| 155 | Wiring point for light point, fan point |
| 156 | Wiring for circuit/submain alongwith earth wire with the 2x2.5 sq. mm + 1x2.5 sq. mm copper wire. |
| 157 | Wiring for circuit/submain alongwith earth wire with the 2x4 sq. mm + 1x4 sq. mm copper wire. |
| 158 | Supply and fixing of metal box of 180 mmx100mmx160 mm deep box on surface |
| 159 | Supply and fixing of 6 Way double door S.P.N. DB |
| 160 | Supply and fixing of 5 A to 32 A, 240 V, 10 KA, C series MCB |
| 161 | Supply and fixing of double pole, 240 V isolator |
| 162 | Supply and fixing of 20 W LED tubelight |
| 163 | Supply and fixing of LED external lighting luminaires |
| 164 | 5 KW on grid solar plant |
| 165 | Ground water recharging system Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysNov 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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