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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.6 LAccepted-AOC 155 KARNAL NEW GRAIN MARKET KARNAL KARNAL HARYANA 132001 | KARNAL | HARYANA | 132001 | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹50.2 L+₹1.1 L (2.18%)Rejected-Finance | L2 | Rejected-Finance REJECTED BEING OTHER THAN L1 BIDDER | |
| 3 | L3₹51.1 L+₹2.0 L (4.01%)Rejected-Finance | L3 | Rejected-Finance REJECTED BEING OTHER THAN L1 BIDDER |
| Sl No | Description | Qty | Unit | N.K.TRADING COMPANY L1 | MS HO Shadap L2 | Ms Amrik Singh Bahra L3 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation in soft/loose soil, not exceeding 30cm deep and averaging 15cm deep and getting out, complete all as specified and as directed | 18 | Sqm | 62 ₹1,116 | 65 ₹1,170 | 60 ₹1,080 Lowest |
| 2.00 | Excavating in trenches in soft/loose soil, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out complete all as specified and as directed. | 28.4 | Cum | 445 ₹12,638 Lowest | 450 ₹12,780 | 455 ₹12,922 |
| 3.00 | Returning, filling in including spreading, levelling, watering & well ramming in layers n.exc 25cm of hard/dense soil complete all as specified and as directed. | 11.36 | Cum | 350 ₹3,976 Lowest | 355 ₹4,032.8 | 360 ₹4,089.6 |
| 4.00 | Removing excavated material /soill 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. | 17.04 | Cum | 375 ₹6,390 | 325 ₹5,538 Lowest | 330 ₹5,623.2 |
| 5.00 | M&L for PCC (1:4:8), type D2 using 40 mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. | 3.75 | Cum | 7,000 ₹26,250 | 6,800 ₹25,500 Lowest | 7,000 ₹26,250 |
| 6.00 | M&L for RCC (nominal mix) using cement concrete 1:2:4 Mix , Type B1 (using 20 mm graded crushed stone aggregate) as in foundations, including raft, footings , plinth beams, bases for columns etc complete all as specified and as directed. | 6.3 | Cum | 9,000 ₹56,700 Lowest | 9,100 ₹57,330 | 9,500 ₹59,850 |
| 7.00 | M&L RCC (Nominal mix) using cement concrete 1:2:4 Mix, Type B1 (using 20mm graded crushed stone aggregates ) as in columns, pillars etc complete all as specified and as directed. | 2.2 | Cum | 9,500 ₹20,900 Lowest | 9,550 ₹21,010 | 9,750 ₹21,450 |
| 8.00 | M&L RCC (Nominal mix) 1:2:4 Mix, Type B1, (using 20mm graded crushed stone aggregates ) as in beam, lintel band over 1.50m clear span complete all as specified and directed. | 1 | Cum | 9,800 ₹9,800 Lowest | 10,000 ₹10,000 | 10,200 ₹10,200 |
| 9.00 | M&L for formwork to sides of concrete foundations,footings, bases of columns, plinth beams and similar work with fair finish surfaces of concrete flat complete all as specified and as directed. | 26 | SQM | 375 ₹9,750 Lowest | 385 ₹10,010 | 395 ₹10,270 |
| 10.00 | M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions with fair finish surfaces of concrete, Square, rectangular or polygonal in shape complete all as specified and as directed. | 8.4 | SQM | 690 ₹5,796 Lowest | 700 ₹5,880 | 725 ₹6,090 |
Tender Value
₹48.4 L
EMD Value
₹96,860
Closing Date
26 Aug 2026, 6:00 pmClosed
GE SHILLONG
GE SHILLONG SHILLONG PIN 793002
SPL REPAIR TO WOODEN KITCHEN CABINET AND CUPBOARD OF JCO/OR MD ACCN QTR NO LGO-25/1 TO LGO-25/4 AND LGO -26/2 TO LGO-26/4 AND LSF-10/2 TO LSF-10/4 AND P-127/1 TO P-127/4 AND P-128/1 TO P-128/4 AND P-129/1 TO P-129/4 AND P-130/2 AND P-130/3 AND P-132
2026_MES_773628_2
GE/SHL/TOKEN-50OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
GE SHILLONG
ALL AS PER TENDER DOCUMENT
7 documents required · 7 mandatory
₹500
GE SHILLONG
₹96,860
Yes
12 Oct 2026
31 Jul 2026
27 Aug 2026
31 Jul 2026
26 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation in soft/loose soil, not exceeding 30cm deep and averaging 15cm deep and getting out, complete all as specified and as directed | 18 | Sqm | - | - |
| - | Excavating in trenches in soft/loose soil, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out complete all as specified and as directed. | 28.4 | Cum | - | - |
| - | Returning, filling in including spreading, levelling, watering & well ramming in layers n.exc 25cm of hard/dense soil complete all as specified and as directed. | 11.36 | Cum | - | - |
| - | Removing excavated material /soill 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. | 17.04 | Cum | - | - |
| - | M&L for PCC (1:4:8), type D2 using 40 mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. | 3.75 | Cum | - | - |
| - | M&L for RCC (nominal mix) using cement concrete 1:2:4 Mix , Type B1 (using 20 mm graded crushed stone aggregate) as in foundations, including raft, footings , plinth beams, bases for columns etc complete all as specified and as directed. | 6.3 | Cum | - | - |
| - | M&L RCC (Nominal mix) using cement concrete 1:2:4 Mix, Type B1 (using 20mm graded crushed stone aggregates ) as in columns, pillars etc complete all as specified and as directed. | 2.2 | Cum | - | - |
| - | M&L RCC (Nominal mix) 1:2:4 Mix, Type B1, (using 20mm graded crushed stone aggregates ) as in beam, lintel band over 1.50m clear span complete all as specified and directed. | 1 | Cum | - | - |
| - | M&L for formwork to sides of concrete foundations,footings, bases of columns, plinth beams and similar work with fair finish surfaces of concrete flat complete all as specified and as directed. | 26 | SQM | - | - |
| - | M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions with fair finish surfaces of concrete, Square, rectangular or polygonal in shape complete all as specified and as directed. | 8.4 | SQM | - | - |
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