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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.2 LAccepted-Finance NEAR ST XAVIER S SCHOOL BABINA CANTT DISTT JHANSI UP 284401 | JHANSI | UTTAR PRADESH | 284401 | L1 | Accepted-Finance Being L1 | |
| 2 | L2₹44.4 L+₹22,206 (0.50%)Rejected-Finance C 40 BHAGAT SINGH NAGAR BHIND ROAD GWALIOR MP 474005 | NA | NA | 474005 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹45.8 L+₹1.6 L (3.58%)Rejected-Finance | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹45.8 L+₹1.6 L (3.66%)Rejected-Finance 1308 MAIN ROAD BABINACANTT DIST JHANSI 284 401 | BABINA | JHANSI | UTTAR PRADESH | 284401 | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹47.0 L+₹2.8 L (6.35%)Rejected-Finance 640 MAIN ROAD BABINA CANTT JHANSI UP 284401 | JHANSI | JHANSI | UP | 284401 | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | M/S Ritu Tandon L7 | M/S RAJ KUMAR SINGH L4 | M/s Ravi Traders L5 | VEER SINGH CONSTRUCTION L1 | M/S Chadha Brothers L3 | SHRI HARI CONSTRUCTION L2 | R.P ASSOCIATES L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out all kind of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge | 197 | Cum | 622 ₹1,22,534 | 493 ₹97,121 | 485 ₹95,545 | 370 ₹72,890 | 500 ₹98,500 | 390 ₹76,830 | 250 ₹49,250 Lowest |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out ordinary rock and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge | 64 | Cum | 541 ₹34,624 | 512 ₹32,768 | 300 ₹19,200 | 420 ₹26,880 | 500 ₹32,000 | 410 ₹26,240 | 90 ₹5,760 Lowest |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out Hard rock (where blasting prohibited) and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge | 16 | Cum | 655 ₹10,480 | 814 ₹13,024 | 250 ₹4,000 Lowest | 900 ₹14,400 | 500 ₹8,000 | 511 ₹8,176 | 800 ₹12,800 |
| 4.00 | Returning filling including spreading, leveling, watering and well ramming in layers n exc. 25 cm complete all as specified and as directed. | 163 | Cum | 275 ₹44,825 | 92 ₹14,996 | 90 ₹14,670 Lowest | 200 ₹32,600 | 220 ₹35,860 | 150 ₹24,450 | 140 ₹22,820 |
| 5.00 | M&L cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete. | 20 | Cum | 5,550 ₹1,11,000 | 3,840 ₹76,800 | 5,800 ₹1,16,000 | 3,500 ₹70,000 Lowest | 4,500 ₹90,000 | 4,340 ₹86,800 | 4,500 ₹90,000 |
| 6.00 | M&L RCC type B1 (1:2:4) using 20 mm graded aggregate in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses | 290 | Cum | 8,050 ₹23,34,500 | 7,455 ₹21,61,950 Lowest | 8,900 ₹25,81,000 | 8,240 ₹23,89,600 | 8,200 ₹23,78,000 | 7,994 ₹23,18,260 | 7,950 ₹23,05,500 |
| 7.00 | Formwork to sides of concrete foundations, footings, bases of columns, raft & raft beams, sides & soffits of foundation & plinth beams; and similar work; verticle or to batter Fair finished surfaces of concrete flat | 1,077 | Sqm | 820 ₹8,83,140 | 554 ₹5,96,658 | 400 ₹4,30,800 Lowest | 500 ₹5,38,500 | 400 ₹4,30,800 Lowest | 450 ₹4,84,650 | 550 ₹5,92,350 |
| 8.00 | M&L Mild steel round bars 6mm to 8mm dia,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality conforming to GD-I. IS-432 (Part I) | 3,658 | Kg | 96 ₹3,51,168 | 107 ₹3,91,406 | 95 ₹3,47,510 | 86 ₹3,14,588 Lowest | 100 ₹3,65,800 | 97 ₹3,54,826 | 120 ₹4,38,960 |
| 9.00 | M&L Mild steel TMT bars 10mm dia & over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality | 10,828 | Kg | 96 ₹10,39,488 | 107 ₹11,58,596 | 97 ₹10,50,316 | 86 ₹9,31,208 Lowest | 101 ₹10,93,628 | 95 ₹10,28,660 | 120 ₹12,99,360 |
| 10.00 | M&L for preparation of new plastered surface and applying three coats of white wash complete all as specified and as directed. | 440 | Sqm | 22 ₹9,680 | 22 ₹9,680 | 15 ₹6,600 Lowest | 20 ₹8,800 | 28 ₹12,320 | 15 ₹6,600 Lowest | 30 ₹13,200 |
Tender Value
₹44.2 L
EMD Value
₹88,480
Closing Date
22 Sept 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE Babina
GE Babina PIN-284401
PROVN OF BOUNDARY PILLARS (87 NOS) AT DEFENCE LAND UNDER AGE B/R-II OF GE BABINA
2026_MES_787191_1
8587/E8
Open Tender
Civil Works
Item Rate
180 days
GE Babina
As per tender documents
6 documents required · 6 mandatory
₹500
GE Babina
₹88,480
Yes
6 Nov 2026
1 Sept 2026
28 Sept 2026
1 Sept 2026
22 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out all kind of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge | 197 | Cum | 100 | ₹19,700 |
| - | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out ordinary rock and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge | 64 | Cum | 10 | ₹640 |
| - | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out Hard rock (where blasting prohibited) and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge | 16 | Cum | 10 | ₹160 |
| - | Returning filling including spreading, leveling, watering and well ramming in layers n exc. 25 cm complete all as specified and as directed. | 163 | Cum | 10 | ₹1,630 |
| - | M&L cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete. | 20 | Cum | 10 | ₹200 |
| - | M&L RCC type B1 (1:2:4) using 20 mm graded aggregate in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses | 290 | Cum | 10 | ₹2,900 |
| - | Formwork to sides of concrete foundations, footings, bases of columns, raft & raft beams, sides & soffits of foundation & plinth beams; and similar work; verticle or to batter Fair finished surfaces of concrete flat | 1,077 | Sqm | 10 | ₹10,770 |
| - | M&L Mild steel round bars 6mm to 8mm dia,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality conforming to GD-I. IS-432 (Part I) | 3,658 | Kg | 10 | ₹36,580 |
| - | M&L Mild steel TMT bars 10mm dia & over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality | 10,828 | Kg | 10 | ₹1,08,280 |
| - | M&L for preparation of new plastered surface and applying three coats of white wash complete all as specified and as directed. | 440 | Sqm | 10 | ₹4,400 |
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