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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.7 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹18.2 L+₹1.3 L (7.58%)Rejected-Finance | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹26.8 L+₹9.9 L (58.5%)Rejected-Finance | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹27.6 L+₹10.7 L (63.1%)Rejected-Finance | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹28.0 L+₹11.1 L (65.4%)Rejected-Finance D 662 WZ 1598 R 1 NANGAL RAYA NEW DELHI 110046 | NEW DELHI | NEW DELHI | DELHI | 110046 | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | shiva enterprises L5 | M/S MG GROUP L2 | Ashish Sehgal and Co. L1 | GLIBS CONSTRUCTION L7 | OMVIN ENTERPRISES LLP L6 | Laxmi traders L3 | shakti construction L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n.exc 1.5m wide and n.exc1.5 m in depth for foundation, or shafts, wells, cess pits manholes, pier holes etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in any type of soil / rock (soft / hard / dense soil /rock) complete all as specified and directed. | 85 | Cum | 111 ₹9,435 | 30 ₹2,550 Lowest | 50 ₹4,250 | 200 ₹17,000 | 300 ₹25,500 | 110 ₹9,350 | 120 ₹10,200 |
| 2.00 | Excavation in trenches n.exc 1.5m wide and n.exc1.5 m in depth for foundation, or shafts, wells, cess pits manholes, pier holes etc n.exc 10 Sqm on plan and exc 1.5 m in depth and n exc 3.00 m depth and getting out in any type of soil / rock (soft / hard / dense soil /rock) complete all as specified and directed. | 10 | Cum | 111 ₹1,110 | 30 ₹300 Lowest | 50 ₹500 | 300 ₹3,000 | 300 ₹3,000 | 120 ₹1,200 | 350 ₹3,500 |
| 3.00 | M & L for Returning & filling in including spreading, levelling, watering & well ramming in layers n.exc 25mm thick in soft/ hard / dense soil complete all as specified and directed. | 45 | Cum | 55 ₹2,475 | 30 ₹1,350 Lowest | 50 ₹2,250 | 100 ₹4,500 | 100 ₹4,500 | 65 ₹2,925 | 75 ₹3,375 |
| 4.00 | Removing surplus excavated material out side MOD land complete all as specified and directed. | 50 | Cum | 55 ₹2,750 | 30 ₹1,500 Lowest | 50 ₹2,500 | 200 ₹10,000 | 100 ₹5,000 | 65 ₹3,250 | 200 ₹10,000 |
| 5.00 | M&L for PCC 1:4:8 type D-2 using (using 40 mm graded stone aggregate) as in foundation filling and mass concrete base commplete all as speified and directed. | 17.2 | Cum | 2,222 ₹38,218.4 | 1,600 ₹27,520 | 800 ₹13,760 | 3,500 ₹60,200 | 3,500 ₹60,200 | 2,250 ₹38,700 | 350 ₹6,020 Lowest |
| 6.00 | Demolition & breaking up drain pipes (salt glazed stone ware, AC or reinforced concrete) set in cement mortar, internal dia / bore of pipe 150 mm. including removing debries out site MOD land complete all as specified and directed. NOTE:- Excavation / earth work shall be measured and paid seperately. | 180 | RM | 5 ₹900 Lowest | 20 ₹3,600 | 10 ₹1,800 | 50 ₹9,000 | 10 ₹1,800 | 10 ₹1,800 | 25 ₹4,500 |
| 7.00 | Demolition & breaking up drain pipes (salt glazed stone ware, AC or reinforced concrete) set in cement mortar, internal dia / bore of pipe 200 mm. including removing debries out site MOD land complete all as specified and directed. NOTE:- Excavation / earth work shall be measured and paid seperately. | 110 | RM | 11 ₹1,210 | 20 ₹2,200 | 10 ₹1,100 Lowest | 50 ₹5,500 | 10 ₹1,100 Lowest | 10 ₹1,100 Lowest | 100 ₹11,000 |
| 8.00 | Demolition & breaking up drain pipes (salt glazed stone ware, AC or reinforced concrete) set in cement mortar, internal dia / bore of pipe 300 mm. including removing debries out site MOD land complete all as specified and directed. NOTE:- Excavation / earth work shall be measured and paid seperately. | 30 | RM | 22 ₹660 | 20 ₹600 | 10 ₹300 Lowest | 50 ₹1,500 | 10 ₹300 Lowest | 10 ₹300 Lowest | 150 ₹4,500 |
| 9.00 | S&F 150 mm bore (inner dia) double wall corrugated HDPE pipes (SN8) in any length including all fittings and jointing with elastomeric rubber rings and couplers / other jointing materials as per manufacturers instructins, laid over and including 150 mm thick sand coushning in trenches or in floors all as specified and directed. | 180 | RM | 411 ₹73,980 | 350 ₹63,000 | 300 ₹54,000 | 800 ₹1,44,000 | 300 ₹54,000 | 220 ₹39,600 | 80 ₹14,400 Lowest |
| 10.00 | S&F 200 mm bore (inner dia) double wall corrugated HDPE pipes (SN8) in any length including all fittings and jointing with elastomeric rubber rings and couplers / other jointing materials as per manufacturers instructins, laid over and including 150 mm thick sand coushning in trenches or in floors all as specified and directed. | 110 | RM | 611 ₹67,210 | 550 ₹60,500 | 500 ₹55,000 | 1,000 ₹1,10,000 | 390 ₹42,900 | 300 ₹33,000 | 100 ₹11,000 Lowest |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
29 Apr 2026, 6:00 pmClosed
GE (AF) SUBROTO PARK
GE (AF) Subroto Park, Delhi Cantt Delhi-110010
As described in Bill of quantities
2026_MES_759667_1
GE/SP/TOKEN-95/2025-26
Open Tender
Civil Works
Item Rate
180 days
GE (AF) SUBROTO PARK
As per NIT and tender documents
9 documents required · 9 mandatory
₹500
GE (AF) SUBROTO PARK
₹90,000
Yes
8 Jul 2026
9 Apr 2026
2 May 2026
9 Apr 2026
29 Apr 2026
24 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in trenches n.exc 1.5m wide and n.exc1.5 m in depth for foundation, or shafts, wells, cess pits manholes, pier holes etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in any type of soil / rock (soft / hard / dense soil /rock) complete all as specified and directed. | - | Cum | - | - |
| - | Excavation in trenches n.exc 1.5m wide and n.exc1.5 m in depth for foundation, or shafts, wells, cess pits manholes, pier holes etc n.exc 10 Sqm on plan and exc 1.5 m in depth and n exc 3.00 m depth and getting out in any type of soil / rock (soft / hard / dense soil /rock) complete all as specified and directed. | - | Cum | - | - |
| - | M & L for Returning & filling in including spreading, levelling, watering & well ramming in layers n.exc 25mm thick in soft/ hard / dense soil complete all as specified and directed. | - | Cum | - | - |
| - | Removing surplus excavated material out side MOD land complete all as specified and directed. | - | Cum | - | - |
| - | M&L for PCC 1:4:8 type D-2 using (using 40 mm graded stone aggregate) as in foundation filling and mass concrete base commplete all as speified and directed. | - | Cum | - | - |
| - | Demolition & breaking up drain pipes (salt glazed stone ware, AC or reinforced concrete) set in cement mortar, internal dia / bore of pipe 150 mm. including removing debries out site MOD land complete all as specified and directed. NOTE:- Excavation / earth work shall be measured and paid seperately. | - | RM | - | - |
| - | Demolition & breaking up drain pipes (salt glazed stone ware, AC or reinforced concrete) set in cement mortar, internal dia / bore of pipe 200 mm. including removing debries out site MOD land complete all as specified and directed. NOTE:- Excavation / earth work shall be measured and paid seperately. | - | RM | - | - |
| - | Demolition & breaking up drain pipes (salt glazed stone ware, AC or reinforced concrete) set in cement mortar, internal dia / bore of pipe 300 mm. including removing debries out site MOD land complete all as specified and directed. NOTE:- Excavation / earth work shall be measured and paid seperately. | - | RM | - | - |
| - | S&F 150 mm bore (inner dia) double wall corrugated HDPE pipes (SN8) in any length including all fittings and jointing with elastomeric rubber rings and couplers / other jointing materials as per manufacturers instructins, laid over and including 150 mm thick sand coushning in trenches or in floors all as specified and directed. | - | RM | - | - |
| - | S&F 200 mm bore (inner dia) double wall corrugated HDPE pipes (SN8) in any length including all fittings and jointing with elastomeric rubber rings and couplers / other jointing materials as per manufacturers instructins, laid over and including 150 mm thick sand coushning in trenches or in floors all as specified and directed. | - | RM | - | - |
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