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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.8 LAdmitted-Finance | ₹43.8 L | L1 | Admitted-Finance |
| 2 | L2₹44.7 L+₹90,765.28 (2.07%)Admitted-Finance | ₹44.7 L+₹90,765.28 (2.07%) | L2 | Admitted-Finance |
| 3 | L3₹44.8 L+₹1.1 L (2.41%)Admitted-Finance 135 CHAKRANA TIWARI CHAKA NAINI PRAYAGRAJ 211008 UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211008 | ₹44.8 L+₹1.1 L (2.41%) | L3 | Admitted-Finance |
| 4 | L4₹45.0 L+₹1.2 L (2.77%)Admitted-Finance 792 2 A CIVIL LINES NEAR BABULAL MILL GWALIOR ROAD JHANSI 284001 | JHANSI | JHANSI | UTTAR PRADESH | 284001 | ₹45.0 L+₹1.2 L (2.77%) | L4 | Admitted-Finance |
| 5 | L5₹45.1 L+₹1.4 L (3.17%)Admitted-Finance | ₹45.1 L+₹1.4 L (3.17%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Dhruv Enterprises L2 | M/s Jagdish Chandra Arora L1 | A K ENTERPRISES L6 | VIJAY BUILDERS L3 | M/S Kumar Contractors L8 | ROHIT ENTERPRISES L10 | V K Engineers and Associates L4 | M/S S K AGARWAL L5 | ADARSH ENTERPRISES L9 | FTH TRADERS L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n exc 1.5 m wide & n exc 1.5 m depth; for foundation, laying of cables, GI pipes etc and getting out in hard/dense soil complete all as specified . | 155.4 | Cum | 275 ₹42,735 Lowest | 350 ₹54,390 | 300 ₹46,620 | 350 ₹54,390 | 350 ₹54,390 | 350 ₹54,390 | 300 ₹46,620 | 350 ₹54,390 | 400 ₹62,160 | 350 ₹54,390 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over area (exceeding 30 cm in depth, 1.5m width as well as 10 sqm on plan ) including getting out in all kind of soil and disposal of excavated earth lead upto 50m and lift upto 1.5m as directed by Engr in charge. | 25.48 | Cum | 350 ₹8,918 | 300 ₹7,644 | 300 ₹7,644 | 300 ₹7,644 | 350 ₹8,918 | 400 ₹10,192 | 400 ₹10,192 | 400 ₹10,192 | 275 ₹7,007 Lowest | 400 ₹10,192 |
| 3.00 | Earth work in excavation of by mechanical means (Hydraulic excavator) means over area (exceeding 1.5m upto 3.00m in depthas well as 10 sqm on plan ) including getting out in ordinary rock and disposal of excavated materials lead upto 50m and lift upto 3m as directed by Engr in charge. | 2 | Cum | 275 ₹550 Lowest | 400 ₹800 | 350 ₹700 | 300 ₹600 | 400 ₹800 | 400 ₹800 | 400 ₹800 | 400 ₹800 | 350 ₹700 | 350 ₹700 |
| 4.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over area (exceeding 30 cm in depth, 1.5m width as well as 10 sqm on plan ) including getting out in all kind of soil and disposal of excavated earth lead upto 50m and lift upto exceeding 1.5m and not exceeding 3mtr as directed by Engr in charge. | 28 | Cum | 275 ₹7,700 Lowest | 400 ₹11,200 | 350 ₹9,800 | 300 ₹8,400 | 400 ₹11,200 | 400 ₹11,200 | 350 ₹9,800 | 400 ₹11,200 | 350 ₹9,800 | 350 ₹9,800 |
| 5.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft loose soil, complete all as specified and directed. | 50 | Sqm | 55 ₹2,750 | 45 ₹2,250 Lowest | 55 ₹2,750 | 45 ₹2,250 Lowest | 45 ₹2,250 Lowest | 55 ₹2,750 | 75 ₹3,750 | 45 ₹2,250 Lowest | 50 ₹2,500 | 70 ₹3,500 |
| 6.00 | Returning, filling in, including leveling, watering and well ramming in layers not exc 25 cm complete all as specified and directed by engineer in charge | 49.9 | CuM | 200 ₹9,980 | 100 ₹4,990 Lowest | 100 ₹4,990 Lowest | 200 ₹9,980 | 200 ₹9,980 | 250 ₹12,475 | 100 ₹4,990 Lowest | 200 ₹9,980 | 250 ₹12,475 | 100 ₹4,990 Lowest |
| 7.00 | Removing excavated material not exc 50m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed by engineer in charge | 115 | CuM | 200 ₹23,000 | 200 ₹23,000 | 250 ₹28,750 | 325 ₹37,375 | 450 ₹51,750 | 300 ₹34,500 | 200 ₹23,000 | 300 ₹34,500 | 150 ₹17,250 Lowest | 300 ₹34,500 |
| 8.00 | Material & Labour cement concrete 1:4:8 type D-2 , as in foundations, filling & mass concrete complete all as specified & directed by Engineer-in-Charge. | 16.33 | Cum | 3,500 ₹57,148 | 3,000 ₹48,984 | 3,500 ₹57,148 | 3,500 ₹57,148 | 3,000 ₹48,984 | 2,750 ₹44,902 | 3,000 ₹48,984 | 2,500 ₹40,820 Lowest | 2,500 ₹40,820 Lowest | 2,850 ₹46,534.8 |
| 9.00 | Material & Labour cement concrete Type D2 1:4:8 (40 mm graded aggregate) 75 mm thick as in sub base | 81.45 | Sqm | 200 ₹16,290.48 Lowest | 300 ₹24,435.72 | 200 ₹16,290.48 Lowest | 300 ₹24,435.72 | 300 ₹24,435.72 | 300 ₹24,435.72 | 200 ₹16,290.48 Lowest | 350 ₹28,508.34 | 200 ₹16,290.48 Lowest | 200 ₹16,290.48 Lowest |
| 10.00 | Material & Labour for PCC cement concrete 1:3:6 type C-2 using 40mm graded agg as in foundation and mass concrete and in making good the exisitng top surface all as specified and as directed | 44 | Cum | 4,000 ₹1,76,000 | 3,500 ₹1,54,000 | 3,850 ₹1,69,400 | 4,000 ₹1,76,000 | 3,500 ₹1,54,000 | 3,200 ₹1,40,800 | 3,500 ₹1,54,000 | 3,000 ₹1,32,000 Lowest | 3,000 ₹1,32,000 Lowest | 3,250 ₹1,43,000 |
Tender Value
₹45.2 L
EMD Value
₹90,320
Closing Date
20 Aug 2026, 6:00 pmClosed
Maj Rajesh Rathore
Garrison Engineer Jhansi
PROVN OF STORE ROOM AND STAFF TOILET FOR CI DET SCIB AND OTHER SANCTIONED WORK UNDER AGE B/R-I AT GE JHANSI
2026_MES_781630_1
GE/JHA/TOK/41 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
GE Jhansi
As per NIT and Tender Documents
8 documents required · 8 mandatory
₹500
GE Jhansi
₹90,320
Yes
24 Aug 2026
30 Jul 2026
22 Aug 2026
30 Jul 2026
20 Aug 2026
13 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in trenches n exc 1.5 m wide & n exc 1.5 m depth; for foundation, laying of cables, GI pipes etc and getting out in hard/dense soil complete all as specified . | |||||
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) means over area (exceeding 30 cm in depth, 1.5m width as well as 10 sqm on plan ) including getting out in all kind of soil and disposal of excavated earth lead upto 50m and lift upto 1.5m as directed by Engr in charge. | 25.48 | Cum | - | - |
| 3 | Earth work in excavation of by mechanical means (Hydraulic excavator) means over area (exceeding 1.5m upto 3.00m in depthas well as 10 sqm on plan ) including getting out in ordinary rock and disposal of excavated materials lead upto 50m and lift upto 3m as directed by Engr in charge. | 2 | Cum | - | - |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) means over area (exceeding 30 cm in depth, 1.5m width as well as 10 sqm on plan ) including getting out in all kind of soil and disposal of excavated earth lead upto 50m and lift upto exceeding 1.5m and not exceeding 3mtr as directed by Engr in charge. | 28 | Cum | - | - |
| 5 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft loose soil, complete all as specified and directed. | 50 | Sqm | - | - |
| 6 | Returning, filling in, including leveling, watering and well ramming in layers not exc 25 cm complete all as specified and directed by engineer in charge | 49.9 | CuM | - | - |
| 7 | Removing excavated material not exc 50m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed by engineer in charge | 115 | CuM | - | - |
| 8 | Material & Labour cement concrete 1:4:8 type D-2 , as in foundations, filling & mass concrete complete all as specified & directed by Engineer-in-Charge. | 16.33 | Cum | - | - |
| 9 | Material & Labour cement concrete Type D2 1:4:8 (40 mm graded aggregate) 75 mm thick as in sub base | 81.45 | Sqm | - | - |
| 10 | Material & Labour for PCC cement concrete 1:3:6 type C-2 using 40mm graded agg as in foundation and mass concrete and in making good the exisitng top surface all as specified and as directed | 44 | Cum | - | - |
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