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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.7 LAccepted-AOC H NO 18 BY LANE NO 09 SATGAON PRAGATI NAGAR GUWAHATI ASSAM 781171 | KAMRUP METRO | ASSAM | 781171 | ₹16.7 L | L1 | Accepted-AOC Validated (Lowest Bidder) |
| 2 | L2₹17.2 LRejected-Finance | ₹17.2 L | L2 | Rejected-Finance Not validated (Other than lowest) |
| 3 | Rejected-Technical | - | - | Rejected-Technical Shortfall of documents |
| Sl No | Description | Qty | Unit | SHANKAR ENTERPRISE L1 | SHIVAM CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00B/R PORTION | |||||
| 1.01 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in Soft soil complete all as specified and as directed. | 28 | Sqm | 30 ₹840 | 20 ₹560 |
| 1.02 | Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, taking out/laying UG cable etc. not exceeding 10sq.m on plan and not exceeding 1.5m in depth and getting out in soft soil complete all as specified and as directed. | 32.14 | Cum | 300 ₹9,642 | 200 ₹6,428 |
| 1.03 | Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft loose soil complete all as specified and as directed. | 6 | Each | 250 ₹1,500 | 110 ₹660 |
| 1.04 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed. | 35.8 | Cum | 150 ₹5,370 | 120 ₹4,296 |
| 1.05 | Removing excavated materials to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point, complete all as specified. | 45.39 | Cum | 150 ₹6,808.50 | 155 ₹7,035.45 |
| 1.06 | M&L for PCC (1:4:8) type D2 using 40 mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and as directed. | 5.35 | Cum | 6,500 ₹34,775 | 6,500 ₹34,775 |
| 1.07 | M&L for cement concrete type B0 1:2:4 using 12.5 mm graded stone aggregate in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angle and throating ("using at flooring") complete all as specified and directed. | 0.41 | Cum | 9,500 ₹3,895 | 7,200 ₹2,952 |
| 1.08 | M&L for RCC Type B1 1:2:4 (nominal mix) using 20 mm graded stone aggregate as in foundation rafts, footings, foundation beams, plinth beams, bases for columns, etc basement slabs, under reamed piles and mass concrete filling and mass concrete complete all as specified and directed. Note:- Reinfocements will be measured and paid seperately under appropiate item | 6.68 | Cum | 9,500 ₹63,460 | 7,300 ₹48,764 |
| 1.09 | M&L for reinforced cement concrete (nominal mix) (1:2:4) type B1 using 20mm graded aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed. Note:- Reinfocements will be measured and paid seperately under appropiate item. | 6.75 | Cum | 9,500 ₹64,125 | 7,300 ₹49,275 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹33,400
Closing Date
28 Apr 2026, 6:00 pmClosed
GE GUWAHATI
GE GUWAHATI, PO SATGAON, DISTT KAMRUP - 781027
PROVN OF TOILET BLOCK WITH SEPTIC TANK AND SANITARY FITTINGS AND PROVN OF TOILET AND BATH ROOM BLOCK IN DIFFERENT LOCATION UNDER GE GUWAHATI
2026_MES_747926_3
8586/E8
Open Tender
Civil Works
180 days
GUWAHATI
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE GUWAHATI
₹33,400
Yes
9 Jun 2026
2 Apr 2026
30 Apr 2026
2 Apr 2026
28 Apr 2026
9 Apr 2026
2 Apr 2026 - 9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
B/R PORTION | - | - | - | - | |
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in Soft soil complete all as specified and as directed. | - | Sqm | - | - | |
Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, taking out/laying UG cable etc. not exceeding 10sq.m on plan and not exceeding 1.5m in depth and getting out in soft soil complete all as specified and as directed. | - | Cum | - | - | |
Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft loose soil complete all as specified and as directed. | - | Each | - | - | |
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed. | 1 | Cum | - | - | |
Removing excavated materials to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point, complete all as specified. | - | Cum | - | - | |
M&L for PCC (1:4:8) type D2 using 40 mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and as directed. | 1 | Cum | - | - | |
M&L for cement concrete type B0 1:2:4 using 12.5 mm graded stone aggregate in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angle and throating ("using at flooring") complete all as specified and directed. | 1 | Cum | - | - | |
M&L for RCC Type B1 1:2:4 (nominal mix) using 20 mm graded stone aggregate as in foundation rafts, footings, foundation beams, plinth beams, bases for columns, etc basement slabs, under reamed piles and mass concrete filling and mass concrete complete all as specified and directed. Note:- Reinfocements will be measured and paid seperately under appropiate item | 1 | Cum | - | - | |
M&L for reinforced cement concrete (nominal mix) (1:2:4) type B1 using 20mm graded aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed. Note:- Reinfocements will be measured and paid seperately under appropiate item. | - | Cum | - | - |
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