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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.0 LAccepted-AOC | ₹46.0 L | L1 | Accepted-AOC BEING L1 |
| 2 | L2₹46.5 L+₹54,281.54 (1.18%)Rejected-Finance | ₹46.5 L+₹54,281.54 (1.18%) | L2 | Rejected-Finance REJECTED BEING OTHER THAN L1 BIDDER |
| 3 | L3₹51.5 L+₹5.5 L (11.9%)Rejected-Finance PINE DALE PINE MOUNT RIDGE SHILLONG 793001 | EAST KHASI HILLS | MEGHALAYA | 793001 | ₹51.5 L+₹5.5 L (11.9%) | L3 | Rejected-Finance REJECTED BEING OTHER THAN L1 BIDDER |
| Sl No | Description | Qty | Unit | M/S GOSWAMI COSTRUCTION L1 | M/s A L Traders L3 | Bharara construction L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n,exc 1.5m wide and n,exc 1.5m depth for foundation, etc, n exc 10 sqm on plan and n exc 1.5m depth and getting out in soft/loose soil complete all as specified and directed. | 118 | Cum | 390 ₹46,020 Lowest | 500 ₹59,000 | 500 ₹59,000 |
| 2.00 | Returning filling in including spreading levelling, watering and well ramming in layers n.exc 25cm thick in soils complete all as specified and directed. | 63.03 | Cum | 122 ₹7,689.66 Lowest | 200 ₹12,606 | 350 ₹22,060.5 |
| 3.00 | Removing excavated material to a distance n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed | 54.97 | Cum | 230 ₹12,643.1 Lowest | 250 ₹13,742.5 | 500 ₹27,485 |
| 4.00 | M&L PCC 1:4:8 Mix, type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete all as specified and directed. | 18.35 | Cum | 6,800 ₹1,24,780 Lowest | 7,000 ₹1,28,450 | 7,000 ₹1,28,450 |
| 5.00 | M&L for RCC (nominal mix) 1:2:4 type B (using 20mm graded aggregates) as in foundations, including rafts, footings, foundation beams; plinth beams, lintel beams , roof beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete etc. complete all as specified and directed. | 70.8 | Cum | 8,900 ₹6,30,120 Lowest | 10,000 ₹7,08,000 | 10,000 ₹7,08,000 |
| 6.00 | M&L for RCC (nominal mix) 1:2:4 (using 20mm graded aggregates) as in Beams, cantilevers, bressummers, lintels over 1.5m span etc. complete all as specified and directed. | 13.2 | Cum | 8,900 ₹1,17,480 Lowest | 10,000 ₹1,32,000 | 11,000 ₹1,45,200 |
| 7.00 | M&L for RCC (nominal mix) 1:2:4 (using 20mm graded aggregates) as in columns, piers , posts etc. complete all as specified and directed. | 14.75 | Cum | 9,200 ₹1,35,700 Lowest | 10,000 ₹1,47,500 | 11,000 ₹1,62,250 |
| 8.00 | M&L for precast cement concrete block masonry with solid blocks exc 10 cm in width and settings in CM 1:6 type C1 1:3:6 (20mm graded aggregate) complete all as specified and directed. | 135.8 | Cum | 9,200 ₹12,49,360 | 8,500 ₹11,54,300 | 8,000 ₹10,86,400 Lowest |
| 9.00 | M&L for fair finished square , rectangular or polygonal formwork to sides of pillars, columns, posts, piers etc. complete all as specified and as directed. | 315 | SQM | 600 ₹1,89,000 | 900 ₹2,83,500 | 450 ₹1,41,750 Lowest |
| 10.00 | M&L for fair finished flat formwork to sides of concrete foundations, footings, bases of columns,and soffits (if any) of plinth beams; and similar work; complete all as specified and as directed. | 153.4 | SQM | 400 ₹61,360 Lowest | 700 ₹1,07,380 | 400 ₹61,360 Lowest |
Tender Value
₹46.0 L
EMD Value
₹92,100
Closing Date
6 Jul 2026, 6:00 pmClosed
GE SHILLONG
GARRISON ENGINEER SHILLONG DIVISION SHILLONG-793002
PROVN OF SECURITY WALL AT MH SHILLONG AND PROVN OF SENTRY POST WITH TOILET AT LMO ENTRY GATE UNDER GE SHILLONG
2026_MES_772324_1
GE/SHL/TOKEN-46 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
GE SHILLONG
ALL AS PER TENDER DOCUS
7 documents required · 7 mandatory
₹500
GE SHILLONG
₹92,100
Yes
21 Sept 2026
15 Jun 2026
7 Jul 2026
15 Jun 2026
6 Jul 2026
29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n,exc 1.5m wide and n,exc 1.5m depth for foundation, etc, n exc 10 sqm on plan and n exc 1.5m depth and getting out in soft/loose soil complete all as specified and directed. | 118 | Cum | - | - |
| - | Returning filling in including spreading levelling, watering and well ramming in layers n.exc 25cm thick in soils complete all as specified and directed. | 63.03 | Cum | - | - |
| - | Removing excavated material to a distance n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed | 54.97 | Cum | - | - |
| - | M&L PCC 1:4:8 Mix, type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete all as specified and directed. | 18.35 | Cum | - | - |
| - | M&L for RCC (nominal mix) 1:2:4 type B (using 20mm graded aggregates) as in foundations, including rafts, footings, foundation beams; plinth beams, lintel beams , roof beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete etc. complete all as specified and directed. | 70.8 | Cum | - | - |
| - | M&L for RCC (nominal mix) 1:2:4 (using 20mm graded aggregates) as in Beams, cantilevers, bressummers, lintels over 1.5m span etc. complete all as specified and directed. | 13.2 | Cum | - | - |
| - | M&L for RCC (nominal mix) 1:2:4 (using 20mm graded aggregates) as in columns, piers , posts etc. complete all as specified and directed. | 14.75 | Cum | - | - |
| 8 | M&L for precast cement concrete block masonry with solid blocks exc 10 cm in width and settings in CM 1:6 type C1 1:3:6 (20mm graded aggregate) complete all as specified and directed. | 135.8 | Cum | - | - |
| - | M&L for fair finished square , rectangular or polygonal formwork to sides of pillars, columns, posts, piers etc. complete all as specified and as directed. | 315 | SQM | - | - |
| - | M&L for fair finished flat formwork to sides of concrete foundations, footings, bases of columns,and soffits (if any) of plinth beams; and similar work; complete all as specified and as directed. | 153.4 | SQM | - | - |
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