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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.2 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder. | |
| 2 | L2₹32.2 L+₹1.7 L (5.72%)Rejected-Finance | L2 | Rejected-Finance Not Lowest bidder. | |
| 3 | L3₹35.8 L+₹5.3 L (17.5%)Rejected-Finance | L3 | Rejected-Finance Not Lowest bidder. | |
| 4 | L4₹37.0 L+₹6.5 L (21.4%)Rejected-Finance | L4 | Rejected-Finance Not Lowest bidder. | |
| 5 | L5₹37.1 L+₹6.6 L (21.7%)Rejected-Finance | L5 | Rejected-Finance Not Lowest bidder. |
| Sl No | Description | Qty | Unit | GANGA CONSTRUCTION L1 | M/s M S CONSTRUCTION L9 | Ahmed constructions L10 | R N AGRAWAL L4 | VANI CONSTRUCTION L3 | BHARDWAJ CONSTRUCTIONS L7 | M/s Aditya Enterprises L6 | SHRI HARI CONSTRUCTION L8 | ARCHI ENGINEERS L5 | MS CHAUDHARY ENTERPRISES L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of brick work or stone/boulders masonary, built in cement mortor including all quoins, arches pillars, etc but excluding ashlar facing dressed stone work and precast concrete articles complete all as specified and directed. | 86.71 | Cum | 200 ₹17,342 | 400 ₹34,684 | 1,000 ₹86,710 | 150 ₹13,006.5 | 220 ₹19,076.2 | 275 ₹23,845.25 | 100 ₹8,671 Lowest | 300 ₹26,013 | 250 ₹21,677.5 | 900 ₹78,039 |
| 2.00 | Excavation in trenches not exc. 1.5m wide and not exc. 1.5m in depth for foundation etc or for shafts, walls, cesspits, manholes pier holes etc not exc. 10sqm on plan and not exc. 1.5m in depth and getting out in soft/loose soil complete all as specified and directed. | 573.75 | Cum | 90 ₹51,637.5 | 200 ₹1,14,750 | 350 ₹2,00,812.5 | 110 ₹63,112.5 | 190 ₹1,09,012.5 | 100 ₹57,375 | 150 ₹86,062.5 | 200 ₹1,14,750 | 80 ₹45,900 Lowest | 235 ₹1,34,831.25 |
| 3.00 | Add to item no 2.00 for each additional 1.5m or part thereof in depth beyond the first 1.5 m complete all as specified and directed. | 36.92 | Cum | 150 ₹5,538 | 260 ₹9,599.2 | 350 ₹12,922 | 20 ₹738.4 Lowest | 200 ₹7,384 | 40 ₹1,476.8 | 200 ₹7,384 | 300 ₹11,076 | 150 ₹5,538 | 105 ₹3,876.6 |
| 4.00 | Returning, filling in soft/loose soil including spreading, leveling and watering well ramming in layers n.exc. 25cm all specified and directed. | 428.55 | Cum | 50 ₹21,427.5 | 150 ₹64,282.5 | 100 ₹42,855 | 40 ₹17,142 Lowest | 160 ₹68,568 | 100 ₹42,855 | 50 ₹21,427.5 | 150 ₹64,282.5 | 50 ₹21,427.5 | 90 ₹38,569.5 |
| 5.00 | Removing excavated material n.exc 50 mtr and depositing where directed at a level not exc. 1.5 mtr above the starting point in soft/loose soil complete all as specified and directed. | 164.99 | Cum | 75 ₹12,374.25 | 100 ₹16,499 | 100 ₹16,499 | 40 ₹6,599.6 Lowest | 170 ₹28,048.3 | 100 ₹16,499 | 50 ₹8,249.5 | 100 ₹16,499 | 75 ₹12,374.25 | 200 ₹32,998 |
| 6.00 | M & L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in foundation for post & struts & mass concrete including necessary form work and fair finishing complete all as specified and directed by Engineer-in-charge. | 36.92 | Cum | 2,900 ₹1,07,068 | 4,000 ₹1,47,680 | 5,000 ₹1,84,600 | 3,600 ₹1,32,912 | 3,500 ₹1,29,220 | 4,100 ₹1,51,372 | 4,000 ₹1,47,680 | 3,500 ₹1,29,220 | 3,200 ₹1,18,144 | 2,800 ₹1,03,376 Lowest |
| 7.00 | M&L for PCC (1:4:8) type D-2, using 40mm graded stone aggregate in foundation, filing and mass concrete complete all as specified and directed. | 4.42 | Cum | 2,800 ₹12,376 | 4,000 ₹17,680 | 5,000 ₹22,100 | 3,300 ₹14,586 | 3,000 ₹13,260 | 3,500 ₹15,470 | 4,200 ₹18,564 | 4,500 ₹19,890 | 2,500 ₹11,050 Lowest | 3,500 ₹15,470 |
| 8.00 | M&L for reinforced cement concrete M-25 (Design mix) using 20 mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc, basement slabs, under- reamed piles and mass concrete complete all as specified and directed by Engineer-in -charge. | 109.98 | Cum | 3,900 ₹4,28,922 Lowest | 8,000 ₹8,79,840 | 6,000 ₹6,59,880 | 6,000 ₹6,59,880 | 6,000 ₹6,59,880 | 7,000 ₹7,69,860 | 6,000 ₹6,59,880 | 6,500 ₹7,14,870 | 5,500 ₹6,04,890 | 4,700 ₹5,16,906 |
| 9.00 | M&L for reinforced cement concrete M-25 (Design mix) using 20 mm graded crushed stone aggregate as in columns, pillars, piers, posts and struts complete all as specified and directed. | 31.78 | Cum | 4,200 ₹1,33,476 Lowest | 8,000 ₹2,54,240 | 6,000 ₹1,90,680 | 6,000 ₹1,90,680 | 6,000 ₹1,90,680 | 7,500 ₹2,38,350 | 6,100 ₹1,93,858 | 5,500 ₹1,74,790 | 5,500 ₹1,74,790 | 5,300 ₹1,68,434 |
| 10.00 | M&L for reinforced cement concrete M-25 (Design mix) using 20 mm graded crushed stone aggregate as in beams, cantilevers, bressumers, lintels over 1.5 m span complete all as specified. | 32.62 | Cum | 4,300 ₹1,40,266 Lowest | 8,000 ₹2,60,960 | 6,000 ₹1,95,720 | 6,000 ₹1,95,720 | 6,000 ₹1,95,720 | 7,500 ₹2,44,650 | 6,200 ₹2,02,244 | 5,500 ₹1,79,410 | 5,500 ₹1,79,410 | 5,000 ₹1,63,100 |
Tender Value
₹43.6 L
EMD Value
₹87,196
Closing Date
11 Jun 2026, 6:00 pmClosed
Maj Sarith E
GE (WEST) MATHURA
SPECIAL REPAIR OF PERIMETER BOUNDARY WALL OF SUKHJIT SINGH COMPLEX UNDER GE (WEST) MATHURA
2026_MES_766939_1
8300/1397/E8
Open Tender
Civil Works
Item Rate
180 days
GE (WEST) MATHURA
As per NIT
10 documents required · 10 mandatory
₹500
GE (WEST) Mathura
₹87,196
Yes
11 Jul 2026
21 May 2026
18 Jun 2026
21 May 2026
11 Jun 2026
4 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of brick work or stone/boulders masonary, built in cement mortor including all quoins, arches pillars, etc but excluding ashlar facing dressed stone work and precast concrete articles complete all as specified and directed. | 86.71 | Cum | - | - |
| 2 | Excavation in trenches not exc. 1.5m wide and not exc. 1.5m in depth for foundation etc or for shafts, walls, cesspits, manholes pier holes etc not exc. 10sqm on plan and not exc. 1.5m in depth and getting out in soft/loose soil complete all as specified and directed. | 573.75 | Cum | - | - |
| 3 | Add to item no 2.00 for each additional 1.5m or part thereof in depth beyond the first 1.5 m complete all as specified and directed. | 36.92 | Cum | - | - |
| 4 | Returning, filling in soft/loose soil including spreading, leveling and watering well ramming in layers n.exc. 25cm all specified and directed. | 428.55 | Cum | - | - |
| 5 | Removing excavated material n.exc 50 mtr and depositing where directed at a level not exc. 1.5 mtr above the starting point in soft/loose soil complete all as specified and directed. | 164.99 | Cum | - | - |
| 6 | M & L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in foundation for post & struts & mass concrete including necessary form work and fair finishing complete all as specified and directed by Engineer-in-charge. | 36.92 | Cum | - | - |
| 7 | M&L for PCC (1:4:8) type D-2, using 40mm graded stone aggregate in foundation, filing and mass concrete complete all as specified and directed. | 4.42 | Cum | - | - |
| 8 | M&L for reinforced cement concrete M-25 (Design mix) using 20 mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc, basement slabs, under- reamed piles and mass concrete complete all as specified and directed by Engineer-in -charge. | 109.98 | Cum | - | - |
| 9 | M&L for reinforced cement concrete M-25 (Design mix) using 20 mm graded crushed stone aggregate as in columns, pillars, piers, posts and struts complete all as specified and directed. | 31.78 | Cum | - | - |
| 10 | M&L for reinforced cement concrete M-25 (Design mix) using 20 mm graded crushed stone aggregate as in beams, cantilevers, bressumers, lintels over 1.5 m span complete all as specified. | 32.62 | Cum | - | - |
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