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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technically Responsive |
| 2 | Accepted-Technical FLAT NO 23D POCKET D SECTOR G SFS COLONY GHAZIABAD EAST DELHI INDIA 110096 | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 110096 | Accepted-Technical Technically Responsive |
Tender Value
₹132.1 Cr
EMD Value
₹1.6 Cr
Closing Date
24 Jul 2024, 5:00 pmClosed
Executive Engineer
Office of VC HRDA Tulsi chowk Mayapur Haridwar
Construction of Unity mall with operation and maintenance in Haridwar
2024_HRDA_73011_1
169 unity mall
Open Tender
Civil Works
Item Rate
540 days
Haridwar
Please refer tender documents
2 documents required · 2 mandatory
₹5,900
EE
₹1.6 Cr
Office of VC HRDA
30 Jul 2024
3 Jul 2024
25 Jul 2024
3 Jul 2024
24 Jul 2024
3 Jul 2024
10 Jul 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1UNITY MALL WORKS | |||||
| 1.01 | By Mechanical Transport including loading,unloading and stacking Earth 10 km | 25,196.04 | Cum | - | - |
| 1.02 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 40,550.81 | Cum | - | - |
| 1.03 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 15,442.46 | Cum | - | - |
| 1.04 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | 31,515.99 | Cum | - | - |
| 1.05 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: | 6,811.65 | Sqm | - | - |
| 1.06 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 81.54 | Cum | - | - |
| 1.07 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size). | 23.6 | Cum | - | - |
| 1.08 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 1,049.73 | Cum | - | - |
| 1.09 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). | 95.05 | Sqm | - | - |
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