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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical eligible |
| 2 | Accepted-Technical | Accepted-Technical eligible |
| 3 | Accepted-Technical | Accepted-Technical eligible |
| 4 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹8 L
EMD Value
₹16,000
Closing Date
28 Jul 2026, 12:00 pmClosed
Executive Engineer Mech and Hosp Div Rajouri
Executive Engineer Mech and Hosp Div Rajouri
Renovation and Face lifting of A.E.E Residential Quarter No 02 of Mechanical and Hospital Complex Rajouri
2026_PWDJK_316789_1
MHDR/Tech/2026-27/15
Open Tender
Civil Works - Others
Item Rate
45 days
Rajouri
as per sbd
2 documents required · 2 mandatory
₹500
Executive Engineer Mech and Hosp Div Rajouri
₹16,000
Rajouri
30 Jul 2026
18 Jul 2026
29 Jul 2026
18 Jul 2026
28 Jul 2026
21 Jul 2026
20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Floor Demolishing:
Demolishing of cement concrete of floor by manually/by mechanical means including disposal of material within 50 meters lead.
Total Floor Area = 893.05 sft x 0.33’ = 294.71Cft = 8.35 Cum | 1 | Cum | 100 | ₹99.9 |
| 2.01 | Floor Tile:
Providing and laying of glazed finished vitrified floor tiles with skirting of suitable size having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in outdoor floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement: 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete job. Total Floor Area = 893.05 sft = 83.01 Sqm | - | sqm | 101 | - |
| 3.01 | Wall Tile – Washroom, Wash basin Area & b/w kitchen shelves & Skirting:
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | - | Sqm | 102 | - |
| 4.01 | Dismatling of Doors & Windows (08Nos):
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 meters lead :
15.12.1 Of area of 3 sqm. and below | - | nos | 103 | - |
| 5.01 | Dismatling of Doors (03 Nos):
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 meters lead :
15.12.2 area beyond 3 sqm. | - | nos | 104 | - |
| 6.01 | Repairs To Door And Window Frame:
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60mm thickness, including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.60mm pressed, mild steel welded or rigidly fixed together by mechanical means, including M.S pressed butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:
10.14.1 Profile B | - | mtr | 104 | - |
| 7.01 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60mm thickness, including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.60mm pressed, mild steel welded or rigidly fixed together by mechanical means, including M.S pressed butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:
10.14.3 Profile E | - | mtr | 104 | - |
| 8.01 | Kitchen Shelves:
Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. | - | Cum | 104 | - |
| 9.01 | Cement Concrete (Cast-In-Situ):
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:
4.4.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | Cum | 104 | - |
| 10.01 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level
5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | kg | 104 | - |
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