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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.0 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹41.4 L+₹4.4 L (12.0%)Rejected-Finance | L2 | Rejected-Finance Higher bid value | |
| 3 | L3₹43.8 L+₹6.8 L (18.3%)Rejected-Finance NEAR MOHANPURA BALAJI ROAD TEH KISHANGARH RENWAL DIST JAIPUR 303603 | JAIPUR | RAJASTHAN | 303603 | L3 | Rejected-Finance Higher bid value | |
| 4 | L4₹44.0 L+₹7.0 L (18.9%)Rejected-Finance | L4 | Rejected-Finance Higher bid value | |
| 5 | L5₹44.9 L+₹7.9 L (21.3%)Rejected-Finance 52 B MUKTAPUKUR NATUN PALLY 24 PGS N PIN 700123 | NORTH 24 PGS | WEST BENGAL | 700123 | L5 | Rejected-Finance Higher bid value |
| Sl No | Description | Qty | Unit | M/s S K SHARMA L1 | M/S. M. S. CONSTRUCTION L5 | SANDIPA TRADING CO. L6 | M/S Nilesh Enterprises L4 | M/S. ARUP KUMAR DEY L7 | BOSE BUILDERS AND ASSOCIATES L2 | SHANKAR CONSTRUCTION CO L3 | N.G.Enterprises L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30 cm deep and averaging 15cm deep in soft/loose soil and getting out complete all as specified and as directed. | 330.5 | Sqm | 45 ₹14,872.5 | 55 ₹18,177.5 | 47 ₹15,533.5 | 45 ₹14,872.5 | 40 ₹13,220 | 55 ₹18,177.5 | 50 ₹16,525 | 27 ₹8,923.5 Lowest |
| 2.00 | Excavating post holes or similar holes, each not exceeding 0.5 Cum, getting out in soft / loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm thick, watering, and removing surplus soil to a distance not exceeding 50 M and making good surface complete all as specified and as directed. | 27 | Each | 250 ₹6,750 Lowest | 275 ₹7,425 | 312 ₹8,424 | 350 ₹9,450 | 300 ₹8,100 | 250 ₹6,750 Lowest | 350 ₹9,450 | 265 ₹7,155 |
| 3.00 | Rough excavation not exceeding 1.5 m deep and getting out soft / loose soil complete all as specified and as directed. | 49 | Cum | 240 ₹11,760 | 250 ₹12,250 | 300 ₹14,700 | 220 ₹10,780 Lowest | 275 ₹13,475 | 250 ₹12,250 | 370 ₹18,130 | 299 ₹14,651 |
| 4.00 | Excavation in trenches not exc 1.50 m wide and not exc 1.50 m deep for foundation, laying of pipe or for shafts, wells cesspits, man holes, pier holes, laying of cable etc not exc 10 Sqm on plan and n exc 1.5m in depth and getting out in soft / loose soil complete all as specified and as directed. | 47.6 | Cum | 380 ₹18,088 | 480 ₹22,848 | 275 ₹13,090 Lowest | 340 ₹16,184 | 550 ₹26,180 | 450 ₹21,420 | 300 ₹14,280 | 299 ₹14,232.4 |
| 5.00 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm in soft / loose soil complete all as specified and as directed. | 14.2 | Cum | 110 ₹1,562 Lowest | 250 ₹3,550 | 175 ₹2,485 | 125 ₹1,775 | 210 ₹2,982 | 150 ₹2,130 | 180 ₹2,556 | 155 ₹2,201 |
| 6.00 | Removing excavated soil to distance exc. 50 m but n exc. 500m and depositing where directed complete all as specified and as directed. | 13.1 | Cum | 340 ₹4,454 | 300 ₹3,930 | 400 ₹5,240 | 350 ₹4,585 | 250 ₹3,275 | 220 ₹2,882 Lowest | 390 ₹5,109 | 398 ₹5,213.8 |
| 7.00 | Removing excavated soil to distance exc. 500m but n exc. 1.5 km and depositing where directed complete all as specified and as directed. | 96 | Cum | 500 ₹48,000 | 600 ₹57,600 | 420 ₹40,320 | 350 ₹33,600 Lowest | 550 ₹52,800 | 600 ₹57,600 | 400 ₹38,400 | 405 ₹38,880 |
| 8.00 | M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed. | 9 | Cum | 1,750 ₹15,750 Lowest | 2,800 ₹25,200 | 3,500 ₹31,500 | 3,700 ₹33,300 | 3,000 ₹27,000 | 2,750 ₹24,750 | 4,200 ₹37,800 | 3,299 ₹29,691 |
| 9.00 | M&L for hard core with broken stone or boulder of gauge not exc 63 mm, deposited , spread and levelled in layers n. exc 15 cm thick, watered and rammed to a true surfaces complete all as specified and as directed. | 19.7 | Cum | 2,100 ₹41,370 Lowest | 2,400 ₹47,280 | 3,300 ₹65,010 | 2,300 ₹45,310 | 2,200 ₹43,340 | 2,500 ₹49,250 | 3,500 ₹68,950 | 2,750 ₹54,175 |
| 10.00 | M & L for PCC 1:4:8 Type D-2 ( Using 40 mm graded crushed stone aggregate) as in foundation , filling, and mass concrete complete all as specified and directed. | 0.9 | Cum | 6,500 ₹5,850 | 6,500 ₹5,850 | 4,600 ₹4,140 | 3,800 ₹3,420 Lowest | 6,300 ₹5,670 | 6,500 ₹5,850 | 4,800 ₹4,320 | 4,499 ₹4,049.1 |
Tender Value
₹41.1 L
EMD Value
₹82,200
Closing Date
22 Apr 2026, 6:00 pmClosed
GE BARRACKPORE
Office of the GE Barrackpore, Kolata - 700120
PROVN OF BATHROOM AT 2B DET, DEVELOPMENT OF PAVING AREA, INDEPENDENT RAMP/PATH INCL RESTING SHED FOR DIFFERENTIALLY ABLED PERSONS, DEVELOPMENT OF APPROACH AREA OF RAINWATER RECHARGABLE POND , MOTION DETECTION SENSOR BASED LIGHTS AND SMART SWITCHES
2026_MES_755899_2
8218/E8
Open Tender
Civil Works
Item Rate
180 days
Barrackpore
AS PER NIT
3 documents required · 3 mandatory
₹500
GE BARRACKPORE
₹82,200
Yes
23 May 2026
8 Apr 2026
24 Apr 2026
8 Apr 2026
22 Apr 2026
15 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Surface excavation n.exc 30 cm deep and averaging 15cm deep in soft/loose soil and getting out complete all as specified and as directed. | - | Sqm | - | - |
| - | Excavating post holes or similar holes, each not exceeding 0.5 Cum, getting out in soft / loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm thick, watering, and removing surplus soil to a distance not exceeding 50 M and making good surface complete all as specified and as directed. | - | Each | - | - |
| - | Rough excavation not exceeding 1.5 m deep and getting out soft / loose soil complete all as specified and as directed. | - | Cum | - | - |
| - | Excavation in trenches not exc 1.50 m wide and not exc 1.50 m deep for foundation, laying of pipe or for shafts, wells cesspits, man holes, pier holes, laying of cable etc not exc 10 Sqm on plan and n exc 1.5m in depth and getting out in soft / loose soil complete all as specified and as directed. | - | Cum | - | - |
| - | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm in soft / loose soil complete all as specified and as directed. | - | Cum | - | - |
| - | Removing excavated soil to distance exc. 50 m but n exc. 500m and depositing where directed complete all as specified and as directed. | - | Cum | - | - |
| - | Removing excavated soil to distance exc. 500m but n exc. 1.5 km and depositing where directed complete all as specified and as directed. | - | Cum | - | - |
| - | M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed. | - | Cum | - | - |
| - | M&L for hard core with broken stone or boulder of gauge not exc 63 mm, deposited , spread and levelled in layers n. exc 15 cm thick, watered and rammed to a true surfaces complete all as specified and as directed. | - | Cum | - | - |
| - | M & L for PCC 1:4:8 Type D-2 ( Using 40 mm graded crushed stone aggregate) as in foundation , filling, and mass concrete complete all as specified and directed. | - | Cum | - | - |
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