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| Tender ID | 5025360 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Renovation Of Division Office Complex And Sub Division Complex By Way Of White Washing Painting Interlock Tiling In Front Of Driver Room And Allied Work With Basic Amenities. |
| Last Date For Submission | 30th Jul, 2026 |
| Opening Date | 30 Jul, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 8983.00 |
| Estimated Cost | 449160.00 |
| City | Udhampur |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | 13.1: Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. For Division Office, Driver room, Sub Division Complex Qty: - 11,975 Sft = 1112.51 sqm | 1112.510 | sqm |
| 2 | Providing and applying white cement-based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.2 mm thick. For Division Office, Driver room, Sub Division Complex Qty: -10,100 sft = 938.32 sqm | 938.320 | sqm |
| 3 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. 13.93.3 With water thinnable cement primer on wall surface having VOC content less than 50 grams/liter. For Division Office, Driver room, Sub Division Complex Qty: - 11,975 Sft = 1112.51 sqm | 1112.510 | sqm |
| 4 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ liter, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. For Division Office, Driver room, Sub Division Complex Qty: - 11,975 Sft = 1112.51 sqm | 1112.510 | sqm |
| 5 | 4.4.7: 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: - 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) SH 16.93 Qty = 2.8 cum | 2.800 | cum |
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