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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAdmitted-Finance | ₹6.5 L | L1 | Admitted-Finance |
| 2 | L2₹6.6 L+₹12,827.30 (1.98%)Admitted-Finance | ₹6.6 L+₹12,827.30 (1.98%) | L2 | Admitted-Finance |
| 3 | L3₹6.6 L+₹14,663.47 (2.26%)Admitted-Finance | ₹6.6 L+₹14,663.47 (2.26%) | L3 | Admitted-Finance |
| 4 | L4₹7.3 L+₹85,075.80 (13.1%)Admitted-Finance | ₹7.3 L+₹85,075.80 (13.1%) | L4 | Admitted-Finance |
| 5 | L5₹11.9 L+₹5.5 L (84.4%)Admitted-Finance SMVDU | ₹11.9 L+₹5.5 L (84.4%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SHAKEEL AHMED L4 | ASHWANI CHOUDHARY CONTRACTOR L2 | M/s Horizon Builders and Engineers L1 | M/s RAKESH SINGH L5 | ANIKA RAINA L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 Sq. m on plan), including dressing of sides & remaining 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 | ||||||||
| 1.10 | All kinds of soil. | 11.37 | Cum | 100 ₹1,137 Lowest | 650 ₹7,390.5 | 100 ₹1,137 Lowest | 200 ₹2,274 | 150 ₹1,705.5 |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m | 6.82 | Cum | 50 ₹341 Lowest | 250 ₹1,705 | 80 ₹545.6 | 100 ₹682 | 130 ₹886.6 |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. All work upto plinth level. | ||||||||
| 3.10 | 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) | 3.67 | Cum | 3,000 ₹11,010 | 2,000 ₹7,340 | 2,800 ₹10,276 | 4,600 ₹16,882 | 1,250.1 ₹4,587.87 Lowest |
| 3.20 | 1:3:6 (1 Cement : 3 coarse sand(zone-III) : 6 graded stone aggregate 20 mm nominal size). | 17.75 | Cum | 5,000 ₹88,750 | 2,000 ₹35,500 | 3,200 ₹56,800 | 5,600 ₹99,400 | 250 ₹4,437.5 Lowest |
| 4.00 | Making plinth protection 50 mm thick of cement concrete 1: 3: 6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well ramed and consolidated and grouted with fine sand including finishing the top smooth | 22.86 | Sqm | 100 ₹2,286 | 2,500 ₹57,150 | 320 ₹7,315.2 | 2,500 ₹57,150 | 13.12 ₹299.92 Lowest |
| 5.00 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(Zone III) : 4 graded stone aggregate 12.5mm nominal size). | 4.67 | sqm | 300 ₹1,401 | 2,000 ₹9,340 | 250 ₹1,167.5 | 2,000 ₹9,340 | 59.1 ₹276 Lowest |
| 6.00Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level | ||||||||
| 6.10 | 1:1½:3 (1 cement : 1½ coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size) | 6.2 | cum | 6,000 ₹37,200 | 2,500 ₹15,500 | 5,000 ₹31,000 | 7,500 ₹46,500 | 1,300 ₹8,060 Lowest |
Tender Value
₹8.6 L
EMD Value
₹17,200
Closing Date
10 Jun 2026, 4:00 pmClosed
Estates Officer, SKUAST-Jammu
Estates Division, SKUAST-J. Chatha
Construction of Store room 12x20 at MRS, Udhampur
2026_SKUST_310917_2
AU/Estates/2026-27/06 dated 22-05-2026
Open Tender
Civil Works
Item Rate
120 days
MRS Udhampur
Please refer tender documents
4 documents required · 4 mandatory
₹500
Assistant Comptroller (Estates), SKUAST-Jammu
₹17,200
22 Jun 2026
25 May 2026
11 Jun 2026
25 May 2026
10 Jun 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 Sq. m on plan), including dressing of sides & remaining 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 | |||||
| 1.1 | All kinds of soil. | 11.37 | Cum | - | - |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m | 6.82 | Cum | - | - |
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. All work upto plinth level. | |||||
| 3.1 | 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) | 3.67 | Cum | - | - |
| 3.2 | 1:3:6 (1 Cement : 3 coarse sand(zone-III) : 6 graded stone aggregate 20 mm nominal size). | 17.75 | Cum | - | - |
| 4 | Making plinth protection 50 mm thick of cement concrete 1: 3: 6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well ramed and consolidated and grouted with fine sand including finishing the top smooth | 22.86 | Sqm | - | - |
| 5 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(Zone III) : 4 graded stone aggregate 12.5mm nominal size). | 4.67 | sqm | - | - |
| 6Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level | |||||
| 6.1 | 1:1½:3 (1 cement : 1½ coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size) | 6.2 | cum | - | - |
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