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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 LAccepted-AOC | ₹13.7 L | L1 | Accepted-AOC THE LOWEST BIDDER |
| 2 | L2₹15.8 L+₹2.1 L (15.3%)Rejected-Finance | ₹15.8 L+₹2.1 L (15.3%) | L2 | Rejected-Finance NOT THE LOWEST BIDDER |
| 3 | L3₹17.5 L+₹3.8 L (28.0%)Rejected-Finance 1331 GENERAL GANJ OPP WATER TANK MATHURA 281001 | MATHURA | UTTAR PRADESH | 281001 | ₹17.5 L+₹3.8 L (28.0%) | L3 | Rejected-Finance NOT THE LOWEST BIDDER |
| 4 | L4₹19.4 L+₹5.7 L (41.8%)Rejected-Finance SHOP NO 27 B NEW ANAJ MANDI HODAL DISTT PALWAL HARYANA 121106 | PALWAL | HARYANA | 121106 | ₹19.4 L+₹5.7 L (41.8%) | L4 | Rejected-Finance NOT THE LOWEST BIDDER |
| 5 | L5₹21.9 L+₹8.2 L (60.3%)Rejected-Finance | ₹21.9 L+₹8.2 L (60.3%) | L5 | Rejected-Finance NOT THE LOWEST BIDDER |
| Sl No | Description | Qty | Unit | Deepak Saxena L5 | JWALA ELECTRIC CONTRACTORS L3 | DHARMENDRA GAUTAM L6 | BHARDWAJ CONSTRUCTIONS L2 | RAWAT CONSTRUCTION L4 | R M CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, drains etc. n exc 1.5 m wide and n exc 1.5 m in depth and getting out in loose/ soft soil complete all as directed. | 167.8 | Cum | 108 ₹18,122.4 | 100 ₹16,780 Lowest | 263 ₹44,131.4 | 100 ₹16,780 Lowest | 150 ₹25,170 | 150 ₹25,170 |
| 2.00 | M &L for PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete | 12.12 | Cum | 3,600 ₹43,632 | 2,500 ₹30,300 | 262 ₹3,175.44 Lowest | 4,500 ₹54,540 | 4,500 ₹54,540 | 3,000 ₹36,360 |
| 3.00 | M&L for Brickwork with fly ash bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified. | 27 | Cum | 4,850 ₹1,30,950 | 6,000 ₹1,62,000 | 4,250 ₹1,14,750 | 4,900 ₹1,32,300 | 6,000 ₹1,62,000 | 4,000 ₹1,08,000 Lowest |
| 4.00 | Returning/filling trenches in soft/loose soil including spreading watering, well ramming in layers n.exc 25 cm thick after laying and testing of pipe complete all as specified & directed. | 78 | Cum | 15 ₹1,170 Lowest | 30 ₹2,340 | 679 ₹52,962 | 50 ₹3,900 | 100 ₹7,800 | 100 ₹7,800 |
| 5.00 | Removing excavation material surplus soil to a distance nexc 100m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified & directed. | 20.82 | Cum | 55 ₹1,145.1 | 30 ₹624.6 Lowest | 200 ₹4,164 | 100 ₹2,082 | 100 ₹2,082 | 100 ₹2,082 |
| 6.00 | M&L Use and waste for form work to side and soffits of floor or roof beams, lintel beam haunchings girders and bressummers etc for fair finished surfaces of concrete. | 16 | Sqm | 350 ₹5,600 | 300 ₹4,800 | 200 ₹3,200 Lowest | 350 ₹5,600 | 500 ₹8,000 | 500 ₹8,000 |
| 7.00 | M&L RCC type A-1 (1:1.5:3) using 20 mm graded stone as in plinth beams, lintel, beams, cantilevers, bresummers, as like complete all as specified and directed. | 6 | Cum | 6,500 ₹39,000 | 6,000 ₹36,000 | 5,000 ₹30,000 Lowest | 6,000 ₹36,000 | 7,000 ₹42,000 | 6,000 ₹36,000 |
| 8.00 | M&L Use and waste for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for fair finished surfaces of concrete. | 50 | Sqm | 450 ₹22,500 | 300 ₹15,000 | 200 ₹10,000 Lowest | 400 ₹20,000 | 300 ₹15,000 | 500 ₹25,000 |
| 9.00 | M&L reinforced cement concrete type A-1 (1:1.5:3) using 20 mm graded stone as in slab supported on walls, beams and columns in floor, roof, beams and shelves etc for soak well/septic tank in running and manhole cover slab with plain fair faces and set in CM 1:4 condition complete all specified | 8 | Cum | 6,500 ₹52,000 | 6,000 ₹48,000 | 5,000 ₹40,000 Lowest | 6,500 ₹52,000 | 7,000 ₹56,000 | 6,000 ₹48,000 |
| 10.00 | M&L for MS TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 600 | Kg | 92 ₹55,200 | 85 ₹51,000 | 110 ₹66,000 | 85 ₹51,000 | 90 ₹54,000 | 80 ₹48,000 Lowest |
Tender Value
₹18.0 L
EMD Value
₹36,000
Closing Date
14 Jul 2026, 6:00 pmClosed
Garrison Engineer (East) Mathura
Garrison Engineer (East) Mathura
PROVN OF LIVING ROOM FOR 04 X OR IN OFFRS MESS OF 5001 ASC BN AND SPL REPAIR TO SEWAGE LINE AND SEPTIC TANK AND OTHER CONNECTED ITEMS OF BLDG NO P-49 MAYUR ENCLAVE UNDER GE (EAST) MATHURA
2026_MES_772508_1
1615/E8
Open Tender
Civil Works
Item Rate
180 days
GE (E) Mathura
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (E) Mathura
₹36,000
Yes
5 Sept 2026
18 Jun 2026
16 Jul 2026
18 Jun 2026
14 Jul 2026
1 Jul 2026
18 Jun 2026 - 1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, drains etc. n exc 1.5 m wide and n exc 1.5 m in depth and getting out in loose/ soft soil complete all as directed. | 167.8 | Cum | - | - |
| 2 | M &L for PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete | 12.12 | Cum | - | - |
| 3 | M&L for Brickwork with fly ash bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified. | 27 | Cum | - | - |
| 4 | Returning/filling trenches in soft/loose soil including spreading watering, well ramming in layers n.exc 25 cm thick after laying and testing of pipe complete all as specified & directed. | 78 | Cum | - | - |
| 5 | Removing excavation material surplus soil to a distance nexc 100m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified & directed. | 20.82 | Cum | - | - |
| 6 | M&L Use and waste for form work to side and soffits of floor or roof beams, lintel beam haunchings girders and bressummers etc for fair finished surfaces of concrete. | 16 | Sqm | - | - |
| 7 | M&L RCC type A-1 (1:1.5:3) using 20 mm graded stone as in plinth beams, lintel, beams, cantilevers, bresummers, as like complete all as specified and directed. | 6 | Cum | - | - |
| 8 | M&L Use and waste for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for fair finished surfaces of concrete. | 50 | Sqm | - | - |
| 9 | M&L reinforced cement concrete type A-1 (1:1.5:3) using 20 mm graded stone as in slab supported on walls, beams and columns in floor, roof, beams and shelves etc for soak well/septic tank in running and manhole cover slab with plain fair faces and set in CM 1:4 condition complete all specified | 8 | Cum | - | - |
| 10 | M&L for MS TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 600 | Kg | - | - |
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