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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical BHAGWATI NAGAR JAMMU | Accepted-Technical ELIGIBLE |
| 2 | Accepted-Technical | Accepted-Technical ELIGIBLE |
| 3 | Accepted-Technical JAMMU AND KASHMIR JAMMU AND KASHMIR | JAMMU | JAMMU AND KASHMIR | 181122 | Accepted-Technical ELIGIBLE |
| 4 | Rejected-Technical BYE PASS N H NEAR STATE BANK OF INDIA SIDHRA JAMMU | Rejected-Technical NOT ELIGIBLE |
| 5 | Rejected-Technical 25 PRATAP COMPLEX GULAB SINGH MARG JAMMU | Rejected-Technical NOT ELIGIBLE |
Tender Value
₹5.5 L
EMD Value
₹11,017
Closing Date
18 Jul 2026, 1:00 pmClosed
Executive Engineer Machinery Division Jammu
Executive Engineer Machinery Division Jammu
Upkeepment and Facelift of Backyard of MHED Complex by way of Fabrication of new CGI Shed and other allied Works.
2026_PWDJK_314658_1
MDJ/Tech/e-NIT/2026-27/35
Open Tender
Civil Works - Others
Item Rate
45 days
Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Engineer Machinery Division Jammu
₹11,017
11 Aug 2026
4 Jul 2026
18 Jul 2026
4 Jul 2026
18 Jul 2026
4 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Site Preparation
Earthwork in excavation by manual means over area for leveling purpose including disposal of excavated earth up to 50m from cutting edge and should be disposed in near-by all kind of soil
Foundation of Columns | - | cum | 100 | - |
| 2.01 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
Foundation for columns | - | cum | 100 | - |
| 3.01 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Foundation for columns | - | cum | 100 | - |
| 4.01 | Structural steel work 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
A. SHED
Columns(100 x 100 x 5 mm) = 482.68 kgs
M.S. Plates 300x300x6 mm(stiffener plates) = 42.4 kgs
300x300x10 mm = 18x 7.07 kg = 127.26 kgs
M.S. Anchor Bolts with nuts(20 mm x 450 mm) = 41.4 kgs
Truss/Rafters/purlins
Outer members of truss including king post (80x40x4.80 mm) = 813.65kgs
Inner members of truss (60x40x3.6 mm)= 332.66 kgs
Purlins(60x40x2.5 mm) = 409.40 kgs
Side rails ( 40 x 40 x 4mm) = 192.06 Kg
Total Weight = 2441.51 kgs | - | Kgs | 100 | - |
| 5.01 | Providing and fitting of 0.50 mm pre profiled colour coated corrugated sheets to be laid over a frame work of trusses columns and purlins using hot dipped Zinc Coated self-drilling screws, Hexagonal Washers, Fasteners etc.
Area = 190.17m2 | 1 | sqm | 100 | ₹99.9 |
| 6.01 | Providing and fixing on wall face un-plasticized 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.
(i) Single Socketed pipes 110 mm dia
Length of pipe = 36.58 mtr | 1 | m | 100 | ₹99.9 |
| 7.01 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work (steel). The job includes material, laour cost and taxes | - | Job | 100 | - |
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