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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.7 LAccepted-AOC | ₹42.7 L | L1 | Accepted-AOC Accept |
| 2 | L2₹44.7 L+₹1.9 L (4.51%)Rejected-Finance | ₹44.7 L+₹1.9 L (4.51%) | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹45.6 L+₹2.9 L (6.72%)Rejected-Finance | ₹45.6 L+₹2.9 L (6.72%) | L3 | Rejected-Finance Not being L1 |
| 4 | L4₹46.8 L+₹4.0 L (9.37%)Rejected-Finance | ₹46.8 L+₹4.0 L (9.37%) | L4 | Rejected-Finance Not being L1 |
| 5 | L5₹47.8 L+₹5.1 L (11.9%)Rejected-Finance | ₹47.8 L+₹5.1 L (11.9%) | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | M/s Harjas Construction & Waterproofing Co L4 | V CHINNA DURAI L5 | Nirman Construction Company L2 | RS ENGINEERING WORK L6 | M/s OM HINDUSTAN CONSTRUCTION PVT. LTD. L1 | ABR Construction L3 | M/S AMBER PAVER PRODUCTS L7 | ANITA VARMA ENTERPRISES L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc 1.5 m deep and getting out in Hard/Dense Soil complete all as specified and as directed by Engineer-in-charge. | 19 | Cum | 580 ₹11,020 | 590 ₹11,210 | 570 ₹10,830 | 585 ₹11,115 | 550 ₹10,450 Lowest | 575 ₹10,925 | 595 ₹11,305 | 600 ₹11,400 |
| 2.00 | All as per item No.1 but for each additional 1.5m or part thereof in depth beyond the 1.5 m | 2.02 | Cum | 680 ₹1,373.6 | 675 ₹1,363.5 | 655 ₹1,323.1 | 680 ₹1,373.6 | 650 ₹1,313 Lowest | 670 ₹1,353.4 | 685 ₹1,383.7 | 700 ₹1,414 |
| 3.00 | Excavating over areas, n exc 1.5 m deep and getting out in Soft/Loose Soil complete all as specified and as directed by Engineer-in-charge. | 169.12 | Cum | 480 ₹81,177.6 | 490 ₹82,868.8 | 460 ₹77,795.2 | 500 ₹84,560 | 450 ₹76,104 Lowest | 470 ₹79,486.4 | 510 ₹86,251.2 | 550 ₹93,016 |
| 4.00 | Excavation in trenches n. exc 1.5m wide and n. exc 1.5m in depth in hard/dense soil for foundation, etc or for shafts, wells, cesspits, manholes, pierholes, etc n. exc 10 Sqm on plan and getting out etc., complete all as specified and directed. | 87 | Cum | 580 ₹50,460 | 590 ₹51,330 | 565 ₹49,155 | 600 ₹52,200 | 550 ₹47,850 Lowest | 570 ₹49,590 | 610 ₹53,070 | 650 ₹56,550 |
| 5.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete all as specified and as directed by Engineer-in-charge. | 83.42 | Cum | 380 ₹31,699.6 | 390 ₹32,533.8 | 360 ₹30,031.2 | 400 ₹33,368 | 350 ₹29,197 Lowest | 370 ₹30,865.4 | 410 ₹34,202.2 | 450 ₹37,539 |
| 6.00 | Removing excavated soil to a distance n.exc 150 m and depositing as directed complete all as specified and as directed by Engineer-in-charge. | 277.12 | Cum | 530 ₹1,46,873.6 | 540 ₹1,49,644.8 | 510 ₹1,41,331.2 | 550 ₹1,52,416 | 500 ₹1,38,560 Lowest | 520 ₹1,44,102.4 | 560 ₹1,55,187.2 | 680 ₹1,88,441.6 |
| 7.00 | M&L PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation filling, mass concrete complete all as specified and as directed by Engineer-in-Charge | 6.47 | Cum | 10,300 ₹66,641 | 10,400 ₹67,288 | 10,100 ₹65,347 | 10,500 ₹67,935 | 10,000 ₹64,700 Lowest | 10,200 ₹65,994 | 10,255 ₹66,349.85 | 10,300 ₹66,641 |
| 8.00 | M & L for RCC M-30 Nominal Mix as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified and directed | 9.6 | Cum | 14,400 ₹1,38,240 | 14,500 ₹1,39,200 | 14,200 ₹1,36,320 | 14,600 ₹1,40,160 | 14,000 ₹1,34,400 Lowest | 14,300 ₹1,37,280 | 14,650 ₹1,40,640 | 14,700 ₹1,41,120 |
| 9.00 | M & L for RCC M-30 Nominal Mix as in columns, pillars, piers,posts and struts all as specified and directed | 2.72 | Cum | 15,245 ₹41,466.4 | 15,115 ₹41,112.8 | 15,250 ₹41,480 | 15,225 ₹41,412 | 15,000 ₹40,800 Lowest | 15,195 ₹41,330.4 | 15,300 ₹41,616 | 15,400 ₹41,888 |
| 10.00 | M & L for RCC M-30 Nominal Mix as in beams, cantilevers,bressummers, lintels over 1.5m span all as specified and directed | 5.36 | Cum | 15,245 ₹81,713.2 | 15,115 ₹81,016.4 | 15,250 ₹81,740 | 15,225 ₹81,606 | 15,000 ₹80,400 Lowest | 15,195 ₹81,445.2 | 15,300 ₹82,008 | 15,400 ₹82,544 |
Tender Value
₹39.5 L
EMD Value
₹79,000
Closing Date
1 Jun 2026, 6:00 pmClosed
GE Minniebay, Sri Vijaya Puram
GE Minniebay, Sri Vijaya Puram
PROVISION OF WET CANTEEN NEAR PUMP HOUSE OF CGAE (PBR), NAYAGAON. UNDER GE MINNIEBAY, SRI VIJAYAPURAM.
2026_MES_764578_1
8747/E8
Open Tender
Civil Works
Item Rate
180 days
GE Minniebay, Sri Vijaya Puram
Please refer Tender documents.
13 documents required · 13 mandatory
₹500
Yes
GE Minniebay
₹79,000
Yes
24 Aug 2026
11 May 2026
3 Jun 2026
11 May 2026
1 Jun 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas, n exc 1.5 m deep and getting out in Hard/Dense Soil complete all as specified and as directed by Engineer-in-charge. | 19 | Cum | - | - |
| 2 | All as per item No.1 but for each additional 1.5m or part thereof in depth beyond the 1.5 m | 2.02 | Cum | - | - |
| 3 | Excavating over areas, n exc 1.5 m deep and getting out in Soft/Loose Soil complete all as specified and as directed by Engineer-in-charge. | 169.12 | Cum | - | - |
| 4 | Excavation in trenches n. exc 1.5m wide and n. exc 1.5m in depth in hard/dense soil for foundation, etc or for shafts, wells, cesspits, manholes, pierholes, etc n. exc 10 Sqm on plan and getting out etc., complete all as specified and directed. | 87 | Cum | - | - |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete all as specified and as directed by Engineer-in-charge. | 83.42 | Cum | - | - |
| 6 | Removing excavated soil to a distance n.exc 50 m and depositing as directed complete all as specified and as directed by Engineer-in-charge. | 277.12 | Cum | - | - |
| 7 | M&L PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation filling, mass concrete complete all as specified and as directed by Engineer-in-Charge | 6.47 | Cum | - | - |
| 8 | M & L for RCC M-30 Nominal Mix as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified and directed | 9.6 | Cum | - | - |
| 9 | M & L for RCC M-30 Nominal Mix as in columns, pillars, piers,posts and struts all as specified and directed | 2.72 | Cum | - | - |
| 10 | M & L for RCC M-30 Nominal Mix as in beams, cantilevers,bressummers, lintels over 1.5m span all as specified and directed | 5.36 | Cum | - | - |
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