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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.2 LAccepted-AOC | ₹24.2 L | L1 | Accepted-AOC Lowest bidder. |
| 2 | L2₹24.7 L+₹56,613.75 (2.34%)Rejected-Finance B 68 MOTIKUNJ MATHURA 281001 UP | MATHURA | UTTAR PRADESH | 281001 | ₹24.7 L+₹56,613.75 (2.34%) | L2 | Rejected-Finance Not Lowest bidder. |
| 3 | L3₹25.8 L+₹1.6 L (6.66%)Rejected-Finance | ₹25.8 L+₹1.6 L (6.66%) | L3 | Rejected-Finance Not Lowest bidder. |
| 4 | L4₹26.2 L+₹2.0 L (8.41%)Rejected-Finance | ₹26.2 L+₹2.0 L (8.41%) | L4 | Rejected-Finance Not Lowest bidder. |
| 5 | L5₹26.9 L+₹2.8 L (11.4%)Rejected-Finance | ₹26.9 L+₹2.8 L (11.4%) | L5 | Rejected-Finance Not Lowest bidder. |
| Sl No | Description | Qty | Unit | M/S ANIL KUMAR L6 | M/s Hoti Lal Contractor L2 | R N AGRAWAL L1 | VANI CONSTRUCTION L4 | BHARDWAJ CONSTRUCTIONS L5 | KASHI NATH BANWARI LAL L3 | MS CHAUDHARY ENTERPRISES L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n exc 30cm deep and average 15cm deep and getting out in soft/loose soil all as specified and directed. | 325 | Sqm | 50 ₹16,250 | 24 ₹7,800 | 20 ₹6,500 | 30 ₹9,750 | 50 ₹16,250 | 20 ₹6,500 | 16 ₹5,200 Lowest |
| 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. | 203.3 | Cum | 140 ₹28,462 | 150 ₹30,495 | 95 ₹19,313.5 Lowest | 190 ₹38,627 | 105 ₹21,346.5 | 180 ₹36,594 | 310 ₹63,023 |
| 3.00 | All as per Item No 2.00 above but exc. 1.5m deep and not exc. 3 m deep. | 12 | Cum | 160 ₹1,920 | 16 ₹192 Lowest | 98 ₹1,176 | 195 ₹2,340 | 200 ₹2,400 | 220 ₹2,640 | 480 ₹5,760 |
| 4.00 | Returning, filling in soft/loose soil including spreading, leveling and watering well ramming in layers n.exc. 25cm all specified and directed by Engineer-in-Charge. | 161.4 | Cum | 70 ₹11,298 | 95 ₹15,333 | 50 ₹8,070 Lowest | 180 ₹29,052 | 80 ₹12,912 | 50 ₹8,070 Lowest | 105 ₹16,947 |
| 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. | 109.65 | Cum | 90 ₹9,868.5 | 55 ₹6,030.75 | 50 ₹5,482.5 Lowest | 185 ₹20,285.25 | 90 ₹9,868.5 | 50 ₹5,482.5 Lowest | 255 ₹27,960.75 |
| 6.00 | M&L for PCC 1:4:8 type D-2, using 40mm graded stone aggregate in foundation, filling and mass concrete all as specified. | 10.2 | Cum | 3,500 ₹35,700 | 2,400 ₹24,480 Lowest | 3,200 ₹32,640 | 3,500 ₹35,700 | 4,300 ₹43,860 | 3,800 ₹38,760 | 5,000 ₹51,000 |
| 7.00 | M&L for PCC (1:3:6) type C-2, using 40mm graded stone aggregate in foundation, filing and mass concrete complete all as specified and directed. | 4.5 | Cum | 4,500 ₹20,250 | 2,600 ₹11,700 Lowest | 3,500 ₹15,750 | 3,800 ₹17,100 | 4,900 ₹22,050 | 3,550 ₹15,975 | 7,000 ₹31,500 |
| 8.00 | M&L for reinforced cement concrete M-25 design mix using 20mm graded stone aggregate as in foundations, including rafts, footings, foundations beams, plinth beams, bases for columns, etc, basement slabs, under reamed piles and mass concrete complete all as specified and directed. | 22 | Cum | 6,500 ₹1,43,000 | 3,700 ₹81,400 Lowest | 6,000 ₹1,32,000 | 6,500 ₹1,43,000 | 7,000 ₹1,54,000 | 6,800 ₹1,49,600 | 6,000 ₹1,32,000 |
| 9.00 | M&L for reinforced cement concrete M-25 design mix using 20mm graded stone aggregate as in columns, pillars, piers, posts and struts complete all as specified and directed. | 5 | Cum | 6,500 ₹32,500 | 3,700 ₹18,500 Lowest | 6,000 ₹30,000 | 6,500 ₹32,500 | 7,000 ₹35,000 | 7,000 ₹35,000 | 7,200 ₹36,000 |
| 10.00 | M&L for reinforced cement concrete M-25 design mix using 20mm graded stone aggregate as in beams, cantilevers, bressumers, lintels over 1.5 m span complete all as specified. | 6 | Cum | 6,500 ₹39,000 | 3,600 ₹21,600 Lowest | 6,000 ₹36,000 | 6,500 ₹39,000 | 7,000 ₹42,000 | 7,000 ₹42,000 | 6,800 ₹40,800 |
Tender Value
₹29.6 L
EMD Value
₹59,200
Closing Date
25 Jul 2026, 6:00 pmClosed
Maj Sarith E
GE (WEST) MATHURA
PROVN OF GUARD ROOM WITH TOILET NEAR BLDG NO P - 199 UNDER AGE B/R - I OF GE (WEST) MATHURA
2026_MES_775049_1
8300/1412/E8
Open Tender
Civil Works
Item Rate
180 days
GE (WEST) MATHURA
As per NIT
10 documents required · 10 mandatory
₹500
GE (WEST) Mathura
₹59,200
Yes
3 Sept 2026
27 Jun 2026
1 Aug 2026
27 Jun 2026
25 Jul 2026
11 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n exc 30cm deep and average 15cm deep and getting out in soft/loose soil all as specified and directed. | 325 | Sqm | - | - |
| 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. | 203.3 | Cum | - | - |
| 3 | All as per Item No 2.00 above but exc. 1.5m deep and not exc. 3 m deep. | 12 | Cum | - | - |
| 4 | Returning, filling in soft/loose soil including spreading, leveling and watering well ramming in layers n.exc. 25cm all specified and directed by Engineer-in-Charge. | 161.4 | 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. | 109.65 | Cum | - | - |
| 6 | M&L for PCC 1:4:8 type D-2, using 40mm graded stone aggregate in foundation, filling and mass concrete all as specified. | 10.2 | Cum | - | - |
| 7 | M&L for PCC (1:3:6) type C-2, using 40mm graded stone aggregate in foundation, filing and mass concrete complete all as specified and directed. | 4.5 | Cum | - | - |
| 8 | M&L for reinforced cement concrete M-25 design mix using 20mm graded stone aggregate as in foundations, including rafts, footings, foundations beams, plinth beams, bases for columns, etc, basement slabs, under reamed piles and mass concrete complete all as specified and directed. | 22 | Cum | - | - |
| 9 | M&L for reinforced cement concrete M-25 design mix using 20mm graded stone aggregate as in columns, pillars, piers, posts and struts complete all as specified and directed. | 5 | Cum | - | - |
| 10 | M&L for reinforced cement concrete M-25 design mix using 20mm graded stone aggregate as in beams, cantilevers, bressumers, lintels over 1.5 m span complete all as specified. | 6 | Cum | - | - |
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