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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.2 LAccepted-AOC | ₹26.2 L Quoted ₹26.5 L | L1 | Accepted-AOC Being Lowest |
| 2 | L2₹27.8 LRejected-Finance WZ 250 B 2 GALI NO 08 SADH NAGAR I PALAM COLONY NEW DELHI 110045 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110045 | ₹27.8 L | L2 | Rejected-Finance Being other than lowest |
| 3 | L3₹35.3 LRejected-Finance S 253 MANGOL PURI NEW DELHI 110083 | NEW DELHI | NORTH WEST DELHI | DELHI | 110083 | ₹35.3 L | L3 | Rejected-Finance Being other than lowest |
| Sl No | Description | Qty | Unit | imran construction company L2 | M/S DK Constructions co. L3 | yameen enterprises L1 |
|---|---|---|---|---|---|---|
| 1.00 | Surface dressing not exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. | 1,500 | Sqm | 25 ₹37,500 | 24 ₹36,000 | 20 ₹30,000 |
| 2.00 | Excavation of mud/soft/loose soils in trenches not exc 1.50m wide and not exc 1.50m in depth for foundation etc. or for shafts, wells, cesspits, manholes, drain, pier holes, etc. not exc 10 sqm on plan and not exc 1.5 m in depth including any type old pipe and getting out complete all as specified and directed. | 1,003 | Cum | 135 ₹1.4 L | 30 ₹30,090 | 120 ₹1.2 L |
| 3.00 | Excavation of hard/dense soils in trenches not exc 1.50m wide and not exc 3.00m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc 10 sqm on plan and not exc 3.00 m in depth including any type old pipe and getting out complete all as specified and directed. | 27 | Cum | 150 ₹4,050 | 600 ₹16,200 | 200 ₹5,400 |
| 4.00 | Returning, filling in including spreading leveling, watering and well ramming in layers not exc 25 cm of soil all as specified & directed. | 639 | Cum | 45 ₹28,755 | 30 ₹19,170 | 30 ₹19,170 |
| 5.00 | Removing surplus soil to a distance exceeding exc. 1.50 km but not exc. 5 km and depositing where directed | 616 | Cum | 45 ₹27,720 | 35 ₹21,560 | 30 ₹18,480 |
| 6.00 | Cutting into existing manholes for connecting 150/200mm bore of pipe to new drains making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section, in cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate, smooth finished and reforming benching as required complete all as specified and directed. | 10 | Each | 200 ₹2,000 | 600 ₹6,000 | 250 ₹2,500 |
| 7.00 | M&L cement concrete type D-2 1:4:8 (using 40mm graded stone aggregate) in bed of drain pipe 150mm bore pipe including forming cradles complete all as specified and directed.
Note : Thickness of bed below the barrel of pipes 100 mm for pipes 150mm dia and width D+300mm. | 900 | RM | 60 ₹54,000 | 190 ₹1.7 L | 40 ₹36,000 |
| 8.00 | M&L cement concrete type D-2 1:4:8 (using 40mm graded stone aggregate) in bed of drain pipe 200mm bore pipe including forming cradles complete all as specified and directed.
Note : Thickness of bed below the barrel of pipes 150 mm for pipes 200mm dia and width D+300mm. | 1,000 | RM | 60 ₹60,000 | 210 ₹2.1 L | 40 ₹40,000 |
| 9.00 | M&L for 150mm nominal size (DWCPE) Double wall corrugated polyethylene pipe (SN8) including all fixing accessories or fittings like socket/spigot joint with elastomeric sealing ring, rubber ring, SILAID rubber lubricants required for laying of pipes, laid in trenches, complete all as specified and directed. | 900 | RM | 600 ₹5.4 L | 560 ₹5.0 L | 625 ₹5.6 L |
| 10.00 | M&L for 200mm nominal size (DWCPE) Double wall corrugated polyethylene pipe (SN8) including all fixing accessories or fittings like socket/spigot joint with elastomeric sealing ring, rubber ring, SILAID rubber lubricants required for laying of pipes, laid in trenches, complete all as specified and directed. | 1,000 | RM | 700 ₹7 L | 684 ₹6.8 L | 725 ₹7.3 L |
Updated dates
Tender Value
₹48.5 L
EMD Value
₹96,900
Closing Date
22 Apr 2026, 6:00 pmClosed
GE (EAST) DELHI CANTT-10
GE (EAST) DELHI CANTT-10
SPL REPAIR TO EXISTING SEWAGE LINE AT KABUL LINE IN THE AREA OF AGE B/R-II UNDER GE (EAST) DELHI CANTT-10
2026_MES_757750_1
GE/DE-172/2025-26
Open Tender
Civil Works
120 days
GE (EAST) DELHI CANTT-10
As per NIT Documents
9 documents required · 9 mandatory
₹500
GE (EAST) DELHI CANTT-10
₹96,900
Yes
13 Jun 2026
25 Mar 2026
24 Apr 2026
25 Mar 2026
22 Apr 2026
8 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
Surface dressing not exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. | - | Sqm | - | - | itemH1Code1 | |
Excavation of mud/soft/loose soils in trenches not exc 1.50m wide and not exc 1.50m in depth for foundation etc. or for shafts, wells, cesspits, manholes, drain, pier holes, etc. not exc 10 sqm on plan and not exc 1.5 m in depth including any type old pipe and getting out complete all as specified and directed. | - | Cum | - | - | code1.02 | |
Excavation of hard/dense soils in trenches not exc 1.50m wide and not exc 3.00m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc 10 sqm on plan and not exc 3.00 m in depth including any type old pipe and getting out complete all as specified and directed. | - | Cum | - | - | itemH1Code2 | |
Returning, filling in including spreading leveling, watering and well ramming in layers not exc 25 cm of soil all as specified & directed. | - | Cum | - | - | code1.03 | |
Removing surplus soil to a distance exceeding exc. 1.50 km but not exc. 5 km and depositing where directed | - | Cum | - | - | itemH1Code3 | |
Cutting into existing manholes for connecting 150/200mm bore of pipe to new drains making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section, in cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate, smooth finished and reforming benching as required complete all as specified and directed. | - | Each | - | - | code1.04 | |
M&L cement concrete type D-2 1:4:8 (using 40mm graded stone aggregate) in bed of drain pipe 150mm bore pipe including forming cradles complete all as specified and directed.
Note : Thickness of bed below the barrel of pipes 100 mm for pipes 150mm dia and width D+300mm. | - | RM | - | - | itemH1Code4 | |
M&L cement concrete type D-2 1:4:8 (using 40mm graded stone aggregate) in bed of drain pipe 200mm bore pipe including forming cradles complete all as specified and directed.
Note : Thickness of bed below the barrel of pipes 150 mm for pipes 200mm dia and width D+300mm. | - | RM | - | - | code1.05 | |
M&L for 150mm nominal size (DWCPE) Double wall corrugated polyethylene pipe (SN8) including all fixing accessories or fittings like socket/spigot joint with elastomeric sealing ring, rubber ring, SILAID rubber lubricants required for laying of pipes, laid in trenches, complete all as specified and directed. | - | RM | - | - | itemH1Code5 | |
M&L for 200mm nominal size (DWCPE) Double wall corrugated polyethylene pipe (SN8) including all fixing accessories or fittings like socket/spigot joint with elastomeric sealing ring, rubber ring, SILAID rubber lubricants required for laying of pipes, laid in trenches, complete all as specified and directed. | - | RM | - | - | code1.06 |
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