Tender For Construction Of Temporary Prefabricated Laboratory Setup For Installation Of Helium Liquefier Outside The Crf Building At Sonipat C Us Iit Delhi.Sub-Head; - Civil Work
Tender Value
43.18 Lakhs
Estimated cost
Bid Submission
24 Aug 2026
0 days left
EMD
86378
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Temporary Prefabricated Laboratory Setup For Installation Of Helium Liquefier Outside The Crf Building At Sonipat C Us Iit Delhi.Sub-Head; - Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | 1) E A R T H W O R K |
| 2 | 1.1) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. |
| 3 | 1.1.1) All kinds of soil |
| 4 | 1.2) 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 and for all lift. |
| 5 | 1.3) Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 6 | 1.4) Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 7 | 2) CEMENT CONCRETE (CAST IN SITU) |
| 8 | 2.1) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 9 | 2.1.1) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 10 | 2.1.2) 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 11 | 3) REINFORCED CEMENT CONCRETE |
| 12 | 3.1) Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 13 | 3.1.1) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived fromnatural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 14 | 4) FORM WORK |
| 15 | 4.1) Centering and shuttering including strutting, propping etc. and removal of form for |
| 16 | 4.1.1) Foundations, footings, bases of columns, etc. for mass concrete |
| 17 | 5) STEEL REINFORCEMENT |
| 18 | 5.1) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 19 | 5.1.1) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 20 | 6) MASONRY WORK |
| 21 | 6.1) Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: |
| 22 | 6.1.1) Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 23 | 6.2) roviding and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) |
| 24 | 7) FINISHING |
| 25 | 7.1) 12 mm cement plaster of mix : |
| 26 | 7.1.1) 1:4 (1 cement: 4 fine sand) |
| 27 | 7.2) 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 28 | 7.2.1) 1:4 (1 cement: 4 fine sand) |
| 29 | 7.3) 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) : |
| 30 | 7.3.1) 25 mm thick |
| 31 | 8) STEEL WORK |
| 32 | 8.1) Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 33 | 8.2) Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 34 | 8.2.1) Hot finished seamless type tubes |
| 35 | 8.3) Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 36 | 8.3.1) In stringers, treads, landings etc. of stair cases, including useof chequered plate wherever required, all complete |
| 37 | 9) Aluminium work |
| 38 | 9.1) Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free,straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : |
| 39 | 9.1.1) For fixed portion |
| 40 | 9.1.1.1) Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 41 | 9.2) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) |
| 42 | 9.2.1) Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 43 | 9.3) Glass Work |
| 44 | 9.3.1) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): |
| 45 | 9.3.1.1) With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 46 | 9.4) Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3 mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. |
| 47 | 9.4.1) 0.80 mm thick with zinc coating not less than 275 gm/m² metre |
| 48 | 9.5) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 49 | 9.5.1) Two or more coats on new work |
| 50 | 9.6) 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. |
| 51 | 10) WOOD AND P.V.C. WORK |
| 52 | 10.1) Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 53 | 10.1.1) 300x10 mm |
| 54 | 10.2) roviding and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) |
| 55 | 10.2.1) 300x16 mm |
| 56 | 10.3) Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : |
| 57 | 10.3.1) 125x64x2.50 mm |
| 58 | 10.4) Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 59 | 10.4.1) 125 mm |
| 60 | 11) NON SCHEDULE ITEM |
| 61 | 11.1) Providing and fixing of customized 50mm thick PPGI Puff panel for wall (Sandwiched with high density polyuretharene foam in berween two pre painted galvanised iron sheet panel made of 0.50mm thick JSW sheet 40+/- 2kg/cubic meter density as per Manufacturer specifications) and fixing door of size 1.80x2.40 mtr with the same material as of wall including all fittings & fixtures for locking arrangement & making door, window chajja /canopy and including making provision for opening for doors, windows, ventilators, electrical conduits, switch boards etc and cutting to size and shape wherever required complete in all respect at all level including loading unloading and cost of frame structure support of wall etc. as per direction of Engineer- In- Charge. (Note: Rates are inclusive of GST. all taxes & cartage etc. and the payment shall be made based on the actual exposed finish area (one side only) of the panel with reduction of opening of door/ window/ventilator) |
| 62 | 11.1.1) 50mm thick PPGI Puff panel for wall |
| 63 | 11.2)Providing and fixing customized 40/63mm thick corrugated PPGI Puff panel for roof (Sandwiched with high density polyuretharene foam in between two pre painted galvanised iron sheet panel made of 0.50mm thick JSW sheet 40+/- 2kg/cubic meter density as per Manufacturer specifications) with proper roof slope including necessary fittings & fixtures and cutting to size and shape wherever required complete in all respect at all level including loading unloading and cost of frame structue support of roof purlins, rafters and trusses etc. as per direction of Engineer-In-Charge. ( Note: Rates are inclusive of GST. all taxes & cartage etc and the payment shall be made based on the actual exposed finish area (one side only) of the panel.) |
| 64 | 11.2.1) 40/63mm thick corrugated PPGI Puff panel for roof |
| 65 | 11.3) Providing & fixing sliding wheel roller set of approved make or equivalent in aluminium sliding window shutters for opening and closing as per direction of Engineer-in-charge. |
| 66 | 11.4) Providing & fixing crescent lock of approved make or equivalent in aluminium sliding window shutters for opening and closing as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayAug 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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