Tender For Modification In Civil Engineering Workshop For Instllation Of Utm At Iit Ropar
Tender Value
2.87 Lakhs
Estimated cost
Bid Submission
10 Nov 2026
6 days left
EMD
5743
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
Rupnagar → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Modification In Civil Engineering Workshop For Instllation Of Utm At Iit Ropar
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 03-Nov-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 10-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: |
| 2 | All kinds of soil |
| 3 | 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 lift upto 1.5 m, as directed by Engineer-in charge. |
| 4 | All kinds of soil |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 6 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | 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 : |
| 8 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | Centering and shuttering including strutting, propping etc. and removalof form for |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 13 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. |
| 14 | On concrete work |
| 15 | 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. |
| 16 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. |
| 17 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover. |
| 18 | Extra for providing mechanical device chain and crank operation for operating rolling shutters. |
| 19 | Exceeding 10.00 sqm and upto 16.80 sqm in the area |
| 20 | 12 mm cement plaster of mix : |
| 21 | 1:4 (1 cement: 4 fine sand) |
| 22 | Distempering with 1st quality acrylic distemper (ready mixed) having VOCcontent less than 50 gram/litre, of approved manufacturer and of requiredshade and colour all complete to achieve even shade and colour : |
| 23 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 24 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surfaceto prepare the surface even and smooth complete. |
| 25 | Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface including disposal of mulba/ rubbish to the nearest municipal dumping ground, all complete as per direction of Engineer-in-Charge |
| 26 | For door/ window/ clerestory window |
| 27 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of1 kilometre, stacking serviceable and unserviceable material separatelyincluding cutting reinforcement bars. |
| 28 | Disposal of building rubbish / malba / similar unserviceable, dismantledor waste materials by mechanical means, including loading, transporting,unloading to approved municipal dumping ground or as approved byEngineer-in-charge, beyond 50 m initial lead, for all leads including alllifts involved. |
| 29 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5sq.meters and under, including cutting the patch in proper shape, rakingout joints and preparing and plastering the surface of the walls complete,including disposal of rubbish to |
| 30 | With cement mortar 1:4 (1cement: 4 coarse sand) |
| 31 | Demolishing R.C.C. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material within 50metres lead as per direction of Engineer - in- charge. |
| 32 | Extra for cutting reinforcement bars manually/ by mechanical means inR.C.C. or R.B. work (Payment shall be made on the cross sectional areaof R.C.C. or R.B. work) as per direction of Engineer-in-charge. |
| 33 | Demolishing brick work 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. |
| 34 | In cement mortar |
| 35 | Welding by gas or electric plant including transportation of plant at site etc. complete. |
| 36 | Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry,etc. as per direction of Engineer-in-charge |
| 37 | 10 x 140 mm |
| 38 | 10 x 160 mm |
| 39 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 40 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 41 | Dismantling/removing the existing rolling shutter, including M.S. laths, guide channels, brackets, shaft, spring assembly, hood cover, locking arrangement and all associated fittings, without causing damage to the dismantled material, and handing over the same to the contractor at site, including all labour, tools and tackles, handling and incidental operations, complete as directed by the Engineer-in-Charge. Note: The amount of this item will be deducted from the final bill. |
| 42 | Dismantling/removing the existing wash basin, including removal of supporting brackets/pedestal, waste coupling, bottle trap and connection to the existing water supply and waste pipe, wherever required, without causing damage to adjoining fittings and fixtures, including all labour, tools and tackles, and stacking the dismantled materials at the location directed by the Engineer-in-Charge, complete. |
| 43 | Providing and fixing M.S. round holding-down bolts of 25 mm diameter and 350 mm length, including nuts and washer plates, by embedding the bolts in RCC during concreting, including proper positioning, alignment, levelling, securing the bolts in position before and during casting of concrete, and ensuring the required projection and embedment depth as per the approved drawing, complete in all respects as per the specifications and as directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 03, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 10, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 6 daysNov 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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