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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.5 LAccepted-Finance | ₹25.5 L | L1 | Accepted-Finance BEING LOWEST |
| 2 | L2₹28.0 LRejected-Finance | ₹28.0 L | L2 | Rejected-Finance NOT BEING LOWEST |
| 3 | L3₹28.7 LRejected-Finance 68 NEW OFFICER S COLONY PATIALA 147002 PUNJAB | PATIALA | PATIALA | PUNJAB | 147002 | ₹28.7 L | L3 | Rejected-Finance NOT BEING LOWEST |
| 4 | L4₹29.5 LRejected-Finance 544 STREET NO 10 GHUMMAN NAGAR PATIALA 147001 PB | PATIALA | PATIALA | PUNJAB | 147001 | ₹29.5 L | L4 | Rejected-Finance NOT BEING LOWEST |
| 5 | L5₹30.0 LRejected-Finance H NO 597 SEONA ROAD RANJIT NAGAR PATIALA PB 147001 | PATIALA | PATIALA | PUNJAB | 147001 | ₹30.0 L | L5 | Rejected-Finance NOT BEING LOWEST |
| Sl No | Description | Qty | Unit | Arneja Builders L6 | FAVOURITE ENGINEERS L4 | m/s panchmukhi builders L2 | DELTA CONSTRUCTION CO L1 | Jawandha Enterprises L5 | ANIL KUMAR AND CO L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Rough excavation in soft/loose soil not exceeding 1.5 m deep and getting out complete all as specified and directed. | 132 | Cum | 30 ₹3,960 | 200 ₹26,400 | 130 ₹17,160 | 100 ₹13,200 | 150 ₹19,800 | 50 ₹6,600 |
| 2.00 | Rough excavation in soft/ loose soil for each additional 1.5m or part thereof in depth beyond the first 1.5m complete all as specified and directed. | 42 | Cum | 40 ₹1,680 | 350 ₹14,700 | 140 ₹5,880 | 130 ₹5,460 | 150 ₹6,300 | 150 ₹6,300 |
| 3.00 | Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed at a level complete all as specified and directed. | 242 | Cum | 150 ₹36,300 | 200 ₹48,400 | 50 ₹12,100 | 25 ₹6,050 | 300 ₹72,600 | 50 ₹12,100 |
| 4.00 | Returning, filling in, spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each complete all as specified and directed. | 52 | Cum | 100 ₹5,200 | 100 ₹5,200 | 50 ₹2,600 | 20 ₹1,040 | 50 ₹2,600 | 50 ₹2,600 |
| 5.00 | M&L cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete etc complete all as specified and as directed by Engineer-in-Charge. | 43.5 | Cum | 1,500 ₹65,250 | 3,000 ₹1.3 L | 3,800 ₹1.7 L | 4,200 ₹1.8 L | 3,500 ₹1.5 L | 2,500 ₹1.1 L |
| 6.00 | M&L Brickwork with sub class 'B' bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4 complete all as specified and as directed. | 143.89 | Cum | 7,000 ₹10.1 L | 6,500 ₹9.4 L | 6,000 ₹8.6 L | 5,400 ₹7.8 L | 6,500 ₹9.4 L | 6,000 ₹8.6 L |
| 7.00 | M&L Rendering 15mm thick in cement mortar (1:4) on any face of rough finished /other than fair fair face of B.B/concrete surfaces, finished even and smooth without using extra cement complete all as specified. | 652 | Sqm | 280 ₹1.8 L | 280 ₹1.8 L | 280 ₹1.8 L | 200 ₹1.3 L | 220 ₹1.4 L | 250 ₹1.6 L |
| 8.00 | M&L Loose filling with broken stone boulders aggregates of gauge 40 to 80 mm in soakage pits, soakage wells complete all as specified and as directed. | 6.75 | Cum | 2,000 ₹13,500 | 650 ₹4,387.50 | 1,500 ₹10,125 | 1,800 ₹12,150 | 2,200 ₹14,850 | 1,500 ₹10,125 |
| 9.00 | M&L Loose filling with broken stone aggregates of size 20-25 mm in soakage pits, soakage wells complete all as specified and as directed. | 6.75 | Cum | 2,000 ₹13,500 | 600 ₹4,050 | 1,700 ₹11,475 | 2,000 ₹13,500 | 2,000 ₹13,500 | 1,500 ₹10,125 |
| 10.00 | M&L incl spreading and levelling in layers of coarse sand of size (1.5 mm to 2.0 mm) all as specified. in soakage pits, soakage wells complete all as specified and as directed. | 6.75 | Cum | 2,000 ₹13,500 | 1,200 ₹8,100 | 300 ₹2,025 | 950 ₹6,412.50 | 2,000 ₹13,500 | 1,500 ₹10,125 |
Tender Value
Refer Docs
EMD Value
₹54,780
Closing Date
23 Apr 2026, 6:00 pmClosed
MAJ MOHAMMED AQIL AZEEM
GE NORTH PATIALA MILITARY ENGINEER SERVICES SANGRUR ROAD PATIALA CANTT
PROVN OF CERTAIN SANCTION WORK UNDER AGE B/R II GE(N) PATIALA
2026_MES_759015_1
GE (N)/TOKEN-110/2025-2026
Open Tender
Civil Works
120 days
PATIALA
AS PER TENDER DOCUMENTS
9 documents required · 9 mandatory
₹500
GE N PATIALA
₹54,780
Yes
29 May 2026
2 Apr 2026
25 Apr 2026
2 Apr 2026
23 Apr 2026
16 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Rough excavation in soft/loose soil not exceeding 1.5 m deep and getting out complete all as specified and directed. | - | Cum | - | - | |
Rough excavation in soft/ loose soil for each additional 1.5m or part thereof in depth beyond the first 1.5m complete all as specified and directed. | - | Cum | - | - | |
Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed at a level complete all as specified and directed. | - | Cum | - | - | |
Returning, filling in, spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each complete all as specified and directed. | - | Cum | - | - | |
M&L cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete etc complete all as specified and as directed by Engineer-in-Charge. | - | Cum | - | - | |
M&L Brickwork with sub class 'B' bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4 complete all as specified and as directed. | - | Cum | - | - | |
M&L Rendering 15mm thick in cement mortar (1:4) on any face of rough finished /other than fair fair face of B.B/concrete surfaces, finished even and smooth without using extra cement complete all as specified. | - | Sqm | - | - | |
M&L Loose filling with broken stone boulders aggregates of gauge 40 to 80 mm in soakage pits, soakage wells complete all as specified and as directed. | - | Cum | - | - | |
M&L Loose filling with broken stone aggregates of size 20-25 mm in soakage pits, soakage wells complete all as specified and as directed. | - | Cum | - | - | |
M&L incl spreading and levelling in layers of coarse sand of size (1.5 mm to 2.0 mm) all as specified. in soakage pits, soakage wells complete all as specified and as directed. | - | Cum | - | - |
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