Tender For Upgradation Of Ssh By Way Of Fabrication Of Cgi Shed Of Size 20 Mtr X 11 Mtr For Covering 03 Nos. Dg Sets Of Capacity 750 Kva Each Installed Adjacent To Main Electrical Distribution Panel Room At Govt. Super Specaility Hospital Jammu.
Tender Value
33.31 Lakhs
Estimated cost
Bid Submission
27 Aug 2026
3 days left
EMD
67000
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jammu → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Upgradation Of Ssh By Way Of Fabrication Of Cgi Shed Of Size 20 Mtr X 11 Mtr For Covering 03 Nos. Dg Sets Of Capacity 750 Kva Each Installed Adjacent To Main Electrical Distribution Panel Room At Govt. Super Specaility Hospital Jammu.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate) 40mm nominal size crushed. |
| 3 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including Admixtures in recommended proportions, (as per IS 9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge All work upto plinth level. |
| 4 | Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete TMT bars. |
| 5 | Filling available excavated earth (excluding rock) in plinth, sides of foundations etc in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, lead upto 50Mt & lift upto 1.50M. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for :-Foundations, footings, bases of columns. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for :-Edges of slabs and breaks in floors and walls.Under 20 cm wide. |
| 8 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses and Column 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. Applying two coats of insitu Epoxy finishing paint of 30 micron thickness per coat on unencased structural parts and MS hollow sections (Epoxy paint shall be not paid separately). Site-welds including M.S. inserts (e.g. Foundation bolts with pipe - sleeves, lugged plate/ angle surface inserts, through pipe inserts etc. ) as per drawings and direction of Engineer-In-Charge.Hot finished seamless type tube. Make :- Tata, Sail , Jindal |
| 9 | Providing and fixing M.S bolts including nuts and washers complete.(Make:-Hilti, Fischer,MKT)(HIT--RE500 V4 WITH AM-8.8 M24X1000, ) |
| 10 | 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. |
| 11 | Providing and Fixing pre coated galvanized iron profile sheets (size, shape and pitch of corrugated as approved by Engineer in charge ) 0.50 mm(+0.05 percent) Total coated thickness with zinc coating 120 grams per sq mtr as per Is 277 in 240 mpa steel grade 5-7 microns epoxy primer on both sides of the sheet and polyster top coat 15-18 microns. Sheet should have protective guard, 626.00 microns minimum to scratches during transportation and should be supplied in single length upto 12 mtr or as directed by Engineer In-charge. The sheet shall be fixed using self drilling, self tapping screws of size (5.5 X 55 mm ) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses including cutting to size ans shape wherever required |
| 12 | Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.Sand for an average lead of 10 Kms. |
| 13 | Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.Stone aggregate below 40mm size for an average lead of 10 Kms. |
| 14 | Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete. Stone aggregate 40mm and above 40mm size for an average lead of 10 Kms. |
| 15 | Architectural consultancy and structural Design (including Vetting of drawings and design by I.I.T/NIT/DIQC Jammu ) and cost of conducting Test for S.B.C of soil at the location of Shed Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysAug 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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