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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 LAdmitted-Finance | ₹15.0 L | L1 | Admitted-Finance |
| 2 | L2₹17.4 L+₹2.5 L (16.6%)Admitted-Finance | ₹17.4 L+₹2.5 L (16.6%) | L2 | Admitted-Finance |
| 3 | L3₹18.0 L+₹3.1 L (20.5%)Admitted-Finance | ₹18.0 L+₹3.1 L (20.5%) | L3 | Admitted-Finance |
| 4 | L4₹18.5 L+₹3.5 L (23.3%)Admitted-Finance | ₹18.5 L+₹3.5 L (23.3%) | L4 | Admitted-Finance |
| 5 | L5₹19.4 L+₹4.4 L (29.4%)Admitted-Finance | ₹19.4 L+₹4.4 L (29.4%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Abdul Latief Padder L6 | Kashmir Singh L2 | Mohd Hafiz Beg L5 | Ghulam Mohd Sheikh L1 | MOHD RAFI SALARIA L9 | JAFFER HUSSAIN BUTT L4 | YOUNES SALEEM L10 | ADIL HUSSAIN L3 | GHULAM MOHD L7 | SHABIR AHMED L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Earth work in bulk excavation by mechanical means (hydraulic excavator) 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. | |||||||||||||
| 1.10 | All kinds of soil. | 142.76 | cum | 115 ₹16,417.4 | 150 ₹21,414 | 200 ₹28,552 | 200 ₹28,552 | 150 ₹21,414 | 300 ₹42,828 | 182.4 ₹26,039.42 | 100 ₹14,276 | 85 ₹12,134.6 Lowest | 450 ₹64,242 |
| 2.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||||||||||
| 2.10 | 1:5:10 (1 cement : 5 fine sand(zone-III) : 10 graded stone aggregate 40 mm nominal size) | 5.7 | cum | 3,500 ₹19,950 | 2,500 ₹14,250 | 3,000 ₹17,100 | 2,000 ₹11,400 | 2,800 ₹15,960 | 3,300 ₹18,810 | 5,460 ₹31,122 | 1,000 ₹5,700 Lowest | 4,850 ₹27,645 | 4,000 ₹22,800 |
| 2.20 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | 112.15 | cum | 6,000 ₹6,72,900 | 4,500 ₹5,04,675 | 4,300 ₹4,82,245 | 4,500 ₹5,04,675 | 5,600 ₹6,28,040 | 4,400 ₹4,93,460 | 6,460 ₹7,24,489 | 6,600 ₹7,40,190 | 5,460 ₹6,12,339 | 4,000 ₹4,48,600 Lowest |
| 3.00Centering and shuttering including strutting, propping etc. and removal of form for : | |||||||||||||
| 3.10 | Foundations, footings, walls, bases of columns, etc. for mass concrete. | 23.16 | sqm | 80 ₹1,852.8 Lowest | 150 ₹3,474 | 120 ₹2,779.2 | 200 ₹4,632 | 200 ₹4,632 | 100 ₹2,316 | 280 ₹6,484.8 | 100 ₹2,316 | 280 ₹6,484.8 | 250 ₹5,790 |
| 3.20Edges of slabs and breaks in floors and walls. | |||||||||||||
| 3.30 | Under 20 cm wide | 146.34 | rft | 110 ₹16,097.4 | 150 ₹21,951 | 80 ₹11,707.2 | 200 ₹29,268 | 50 ₹7,317 Lowest | 700 ₹1,02,438 | 280 ₹40,975.2 | 60 ₹8,780.4 | 280 ₹40,975.2 | 500 ₹73,170 |
| 4.00Dry random rubble masonry with hard stone in foundation and plinth: | |||||||||||||
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
7 May 2026, 4:00 pmClosed
Estates Officer, SKUAST-Jammu
Estates Division, SKUAST-J, Chatha
Protection work by way of construction of protection walls at KVK Gwari, Doda
2026_SKUST_309179_9
AU/Estates/2026-27/03 dated 22-04-2026
Open Tender
Civil Works
Item Rate
120 days
KVK Doda
Please refer tender documents
4 documents required · 4 mandatory
₹1,500
Assistant Comptroller (Estates), SKUAST-Jammu
₹60,000
13 May 2026
1 May 2026
8 May 2026
1 May 2026
7 May 2026
1 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in bulk excavation by mechanical means (hydraulic excavator) 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. | |||||
| 1.1 | All kinds of soil. | 142.76 | cum | - | - |
| 2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 2.1 | 1:5:10 (1 cement : 5 fine sand(zone-III) : 10 graded stone aggregate 40 mm nominal size) | 5.7 | cum | - | - |
| 2.2 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | 112.15 | cum | - | - |
| 3Centering and shuttering including strutting, propping etc. and removal of form for : | |||||
| 3.1 | Foundations, footings, walls, bases of columns, etc. for mass concrete. | 23.16 | sqm | - | - |
| 3.2 | Edges of slabs and breaks in floors and walls. | - | - | - | - |
| 3.3 | Under 20 cm wide | 146.34 | rft | - | - |
| 4Dry random rubble masonry with hard stone in foundation and plinth: | |||||
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