Tender For Provn Of Office Complex For Cwe Office At Patiala Mil Stn
Tender Value
1.49 Crore
Estimated cost
Bid Submission
26 Sep 2026
23 days left
EMD
2.65 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
Patiala → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Office Complex For Cwe Office At Patiala Mil Stn
BOQ
| Sl. No. | Item Description |
| 1 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in loose / soft soil complete all as specified and as directed by Engineer-in-charge. |
| 2 | Excavating in trenches n exc 1.50m in width and n exc 1.50m in depth for foundation, manholes etc as well as n exc 10 sqm on plan area and getting out as in soft/loose soil complete all as specified and as directed by Engineer-in-charge. |
| 3 | All as per Serial items No.2 herein before but depth exceeding 1.5 m and not exceeding 3.00 m complete all as specified and as directed by Engineer-in-charge.Note :- The rate quoted should include provision of oxygen cylinder, safety belts and helmet in case of deep earth work as and when necessary. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exc 30cm in depth 1.5m in depth for foundation, manholes etc as well as n exc 10 sqm on plan area and getting out in soft/loose soil all as complete all as specified and as directed by Engineer-in-charge. |
| 5 | Material and labour for cement concrete 1:5:10 type E-2, using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified and as directed by Engineer-in-charge. |
| 6 | Material and labour for Reinforced cement concrete ( design mix) M-25 (using 20mm graded stone aggregate) as in foundation including rafts, footing, foundation beams, bases for columns and mass concrete etc complete all as specified and directed by Engineer-in-charge. |
| 7 | Material and labour for Reinforced cement concrete ( design mix) M-25 (using 20mm graded stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and as directed by Engineer-in-charge. |
| 8 | Material and labour for Reinforced cement concrete ( design mix) M-25 (using 20mm graded stone aggregate) as in beams, cantilevers, bressumers, lintels, plinth beam etc.complete all as specified and as directed by Engineer-in-charge. |
| 9 | Material and labour for Reinforced cement concrete ( design mix) M-25 (using 20mm graded stone aggregate) as in Chajjas complete all as specified and as directed by Engineer-in-charge. |
| 10 | Material and labour for Reinforced cement concrete ( design mix) M-25 (using 20mm graded stone aggregate) as in slabs supported on walls, roof beams and columns in floors, roofs, landings, balconies, canopies, desk slab and in shelves and the like complete all as specified and as directed by Engineer-in-charge. |
| 11 | Material and labour for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter for rough finished, flat surfaces of concrete complete all as specified and as directed by Engineer-in-charge. |
| 12 | Material and labour for formwork to sides of pillars, posts, struts, piers, columns, and stanchions, square, rectangular or polygonal for rough finished, flat surfaces of concrete complete all as specified and as directed by Engineer-in-charge. |
| 13 | Material and labour for form work to soffits of suspended slabs such as roof slabs, roof beam, lintel etc for rough finished concrete surface complete all as specified and as directed by Engineer-in-charge. |
| 14 | Material and labour for form work to sides of slabs and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10 cm but n exc 20 cm wide for fair finished concrete surface complete all as specified and as directed by Engineer-in-charge. |
| 15 | Material and labour for mild steel TMT bars 10mm dia and over cut to length, bent to shape as required including cranking, bending spirally for hooping for coloumns,hooking ends & binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed by Engineer-in-charge. |
| 16 | All as per serial item No. 15 here-in-before but 5mm dia and over upto & including 10mm dia as in stirrups, spacers & binder complete all as specified and as directed by Engineer-in-charge.. |
| 17 | Material and labour for AAC Block masonary work of size 625mm x150x230mm and compressive strength 3to 4.5N/mm2 confirming to IS 2185 (Part3) straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and as directed by Engineer-in-charge. |
| 18 | Returning, filling in soil including spreading, watering & well ramming in layers n exc 25 cm thick complete all as specified and as directed by Engineer-in-charge. |
| 19 | Removal of surplus soil to a distance n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and as directed by Engineer-in-charge. |
| 20 | Material and labour for earth filling under floors including spreading, leveling, watering and well ramming in layers not exc 25 cm thick complete all as specified and as directed by Engineer-in-charge.Note:- Soil obtained from excavation under serial item No. 4 here-in-before shall be used for filling under floors |
| 21 | Material and labour for hard core of broken stones of gauge n. exc 63mm, deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-charge. |
| 22 | Material and labour for 100 mm thick cement cement concret 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub-fllors, sub bases, floora and paving etc complete all as specified and as directed by Engineer-in-charge. |
| 23 | Material and labour for 25 mm thick cement concrete 1:2:4 type B-0 (using 12.5mm graded stone aggregate)as in floor finished rouhgh to receive floor tiles etc complete all as specified and as directed by Engineer-in-charge. |
| 24 | Material and labour for single charge, stain & scratch resistant, premium quality, 10 mm thick Vitrified tiles, in any pattern of light & dark shade tiles as approved, area of each tiles exceeding 0.36 sqm but not exceeding 0.38 sqm as in floors etc laid over and including 15 mm thick screed in cement mortar 1:6 and filling the joints using Epoxy Cartridge tile Grout complete all as specified and as directed by Engineer-in-charge.. Note- Epoxy shall be Black, Golden, Colour as directed by Engineer-in-charge. |
| 25 | All as per serial item no 25 here-in-before but as in skirting laid over and including 10 mm thick rendering in cement mortar 1:4.complete all as specified and as directed by Engineer-in-charge. |
| 26 | Material and labour for non skid ceramic coloured tiles of size (400x400mm) x7 to 8mm thick as in floor set and jointed in neat cement slurry and pointed with white cement mixed with pigment to match laid over and including 15 mm thick screed in cement mortar 1:6 complete all as specified and as directed by Engineer-in-charge . |
| 27 | Material and labour for ceramic glossy finish, joint free premium quality coloured tiles 300 X 600 mm and 8-9 mm thick, in any pattern of light & dark/highlighters tiles etc as approved, on vertical surfaces such as in skirting/dado etc,laid over and including 10 mm thick rendering in cement mortar (1:4) and pointed in white cement mixed with pigment to match the colour of tiles complete all as specified and as directed by Engineer-in-charge |
| 28 | Material and labour for Machine cut kota stone slab flooring 20-25mm thick in riser of steps, skirting, dado, window cill and pillar laid over and including 10 mm thick bedding in cement mortar 1:4 etc, and jointed with grey cement slurry mixed with pigment to match the shade of the slab inclunding rubbing and mirror polishing complete all as specified and as directed by Engineer-in-charge |
| 29 | Material and labour for 15 mm thick artificial Granite (of any type) work steps, jambs, pillars, window- cills, cooking platforms,floors and like laid over 10 mm thick screed bed in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and as directed by Engineer-in-charge |
| 30 | Material and labour for rendering 10 mm thick on fair faces of brick work or concrete surface in cement mortar (1:6) finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge. |
| 31 | Material and labour for rendering 15 mm thick on other than fair faces of brick work or concrete surface in cement mortar (1:6) finished even and fair complete all as specified and as directed by Engineer-in-charge. |
| 32 | Material and labour for rendering 5mm thick on fair faces of brick work or concrete surface as in ceiling in cement mortar (1:3) finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge. |
| 33 | Material and labour for preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of chalk whiting complete all as specified and as directed by Engineer-in-charge. |
| 34 | Material and labour for preparation of new plastered surfaces of walls /RCC surfaces/soffits of chajjas/roof projections/cantilevers/balcony etc and applying a coat of acrylic wall care putty to achieve the smooth surface and applying 02 coats of interior emulsion paint (light shade) by using roller over and including a coat of exterior wall primer complete all as specified and as directed by Engineer-in-charge. |
| 35 | Material and labour for 75 mm thick cement concrete 1:3:6 type C-1 (using 20mm graded stone aggregate) as in plinth protection/floors finished even and smooth including filling of joints complete all as specified and as directed by Engineer-in-charge. |
| 36 | Supply and laying of 15 mm outer dia CPVC pipes SDR11, & plain CPVC SDR fittings on walls /ceiling or laying in floor complete all as specified and as directed by Engineer-in-charge. |
| 37 | Supply and laying of 20 mm outer dia CPVC pipes SDR11, & plain CPVC SDR fittings on walls /ceiling or laying in floor complete all as specified and as directed by Engineer-in-charge. |
| 38 | Supply and fixing Angle stop cock with wall flange, long body,cast copper alloy,chromium plated, screwed for iron 15mm bore dia pipe or for brass ferrule complete all as specified and as directed by Engineer-in-charge. . |
| 39 | Supply and fixing 15 mm bore bib cock with wall flange,long body, cast copper alloy, chromium plated, fancy type with screwed down, screwed for 15 mm bore dia iron pipe or for brass ferrule complete all as specified and as directed by Engineer-in-charge. |
| 40 | Supply and fixing brass chromium plated Basin mixer for mixing hot & cold water screwed down for15 mm bore pipeor brass ferrule complete all as specified and as directed by Engineer-in-charge. |
| 41 | Supply and fixing PVC connection 15 mm size with PTMT nuts of length 600mm long complete all as specified and as directed by Engineer-in-charge. |
| 42 | Supply and fixing vitreous china rimless single piece WC of Size: 385x720x710 mm, Single Piece WC with PP Soft close Seat cover, Hinges, Fixing Accessories, Accessories Set, and Cistern fittings, S trap-300mm complete all as specified and as directed by Engineer-in-charge. |
| 43 | Supply and fixing toilet roll holder stainless steel flap complete all as specified and as directed by Engineer-in-charge. |
| 44 | Supply and fixing towel Rack 600mm long with lower hanger (stainless steel) complete all as specified and as directed by Engineer-in-charge. |
| 45 | Supply and fixing Soap Dispenser with glass bottle (stainless steel) complete all as specified and as directed by Engineer-in-charge. |
| 46 | Supply and fixing Soap Dish holder with glass (stainless steel) complete all as specified and as directed by Engineer-in-charge. |
| 47 | Supply and fixing towel ring Square with round flange (stainless steel) complete all as specified and as directed by Engineer-in-charge. |
| 48 | Supply and fixing health faucet with 1mtr long easy flex tube in chrome finish and wall hook of 15 mm bore with CP pipec omplete all as specified and as directed by Engineer-in-charge. |
| 49 | Supply and fixing looking mirror 5 mm thick of size 3.5x3.5 feet including making holes and fixing on walls with stud complete all as specified and as directed by Engineer-in-charge. |
| 50 | Supply and fixing glass shelf corner with bracket of size 225mm x 225mm thickness of glass 6mm) with CP brass railing and brass screwscomplete all as specified and as directed by Engineer-in-charge. |
| 51 | Supply and fixing grating doom 125mm of PTMT complete all as specified and as directed by Engineer-in-charge.. |
| 52 | Supply and fixing Vitreous China urinal half stall type white (excluding flushing cistern) including waste fitting, waste pipe complete all as specified and as directed by Engineer-in-charge. |
| 53 | Supply and fixing for powder coated aluminium ventilator shutters with frame not less than 0.55 Kg/m, half bottom portion fixed with 4mm thick glass with fixed type shutter and top half portion lower type with 4mm thick glass and outer side fixed with stainless steel wire mesh, shutters aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, necessary aluminium fittings etc complete all as specified and as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
| 54 | Supply and fixing for powder coated aluminium ventilator shutters with frame not less than 0.55 Kg/m, half bottom portion fixed with 4mm thick glass with fixed type shutter and top half portion lower type with 4mm thick glass and outer side fixed with stainless steel wire mesh, shutters aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, necessary aluminium fittings etc complete all as specified and as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 23 daysSep 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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