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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.1 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹39.5 L+₹4.3 L (12.3%)Rejected-Finance TP 117 2ND FLOOR MAURYA ENCLAVE PITAMPURA DELHI 110034 | DELHI | DELHI | DELHI | 110034 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹40.3 L+₹5.1 L (14.5%)Rejected-Finance 112 AMBALA ROAD NARAINGARH AMBALA 134203 | NARAINGARH | AMBALA | HARYANA | 134203 | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹40.6 L+₹5.5 L (15.5%)Rejected-Finance | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹41.1 L+₹6.0 L (16.9%)Rejected-Finance | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | M/S MG GROUP L7 | GLIBS CONSTRUCTION L2 | Ashish Sehgal and Co. L4 | Ganga Enterprises L6 | RIZCON L5 | SARTHEE CONSTRUCTION CO. L1 | M/S DEVRAJ SINGHAL L8 | J S CONSTRUCTION CO L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out soft or loose soil, returning, filling in and ramming earth or broken rubble mixed wth earth around, in layers not exceeding 25 cm complete all as specified & directed. | 48 | Each | 200 ₹9,600 | 150 ₹7,200 | 300 ₹14,400 | 150 ₹7,200 | 80 ₹3,840 Lowest | 221 ₹10,608 | 300 ₹14,400 | 100 ₹4,800 |
| 2.00 | M&L PCC 1:3:6 type C2 (using 40mm graded stone aggregate ) as in foundation filling and mass concrete complete all as specified and directed. | 17.28 | Cum | 4,200 ₹72,576 | 2,500 ₹43,200 | 3,500 ₹60,480 | 3,000 ₹51,840 | 3,900 ₹67,392 | 3,011 ₹52,030.08 | 5,500 ₹95,040 | 2,100 ₹36,288 Lowest |
| 3.00 | S & F for mild steel rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates. (Fe-290) (Gde E-165) complete all as specified & directed. | 33,250 | Kg | 100 ₹33,25,000 | 90 ₹29,92,500 | 85 ₹28,26,250 | 90 ₹29,92,500 | 93 ₹30,92,250 | 75.77 ₹25,19,352.5 Lowest | 95 ₹31,58,750 | 90 ₹29,92,500 |
| 4.00 | S & F pre-painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 mpa as in roof covering cladding to wall, fixed with self tapping screws complete all as specified and directed. | 1,347.5 | Sqm | 550 ₹7,41,125 Lowest | 620 ₹8,35,450 | 750 ₹10,10,625 | 650 ₹8,75,875 | 630 ₹8,48,925 | 629 ₹8,47,577.5 | 650 ₹8,75,875 | 670 ₹9,02,825 |
| 5.00 | M & L preparation of new steel surfaces of any description not otherwise described over 10 cm width or grith and applying two coats of synthetic enamel paint over a coat of red oxie primer complete all as specified and directed. | 1,886.5 | Sqm | 25 ₹47,162.5 | 20 ₹37,730 Lowest | 60 ₹1,13,190 | 90 ₹1,69,785 | 34 ₹64,141 | 29 ₹54,708.5 | 100 ₹1,88,650 | 30 ₹56,595 |
| 6.00 | S & F MS plates (plain or chequred) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and directed. | 350 | Kg | 160 ₹56,000 | 90 ₹31,500 | 100 ₹35,000 | 75 ₹26,250 Lowest | 95 ₹33,250 | 87 ₹30,450 | 100 ₹35,000 | 93 ₹32,550 |
Tender Value
₹43.7 L
EMD Value
₹87,360
Closing Date
2 Sept 2026, 6:00 pmClosed
GE (AF) SUBROTO PARK
GE (AF) Subroto Park, Delhi Cantt Delhi-110010
As described in Bill of quantities
2026_MES_783118_1
GE/SP/TOKEN-50/2026-27
Open Tender
Civil Works
Item Rate
120 days
GE (AF) SUBROTO PARK
As per NIT and tender documents
9 documents required · 9 mandatory
₹500
GE (AF) SUBROTO PARK
₹87,360
Yes
1 Oct 2026
6 Aug 2026
5 Sept 2026
6 Aug 2026
2 Sept 2026
21 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out soft or loose soil, returning, filling in and ramming earth or broken rubble mixed wth earth around, in layers not exceeding 25 cm complete all as specified & directed. | 48 | Each | - | - |
| 2 | M&L PCC 1:3:6 type C2 (using 40mm graded stone aggregate ) as in foundation filling and mass concrete complete all as specified and directed. | 17.28 | Cum | - | - |
| 3 | S & F for mild steel rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates. (Fe-290) (Gde E-165) complete all as specified & directed. | 33,250 | Kg | - | - |
| 4 | S & F pre-painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 mpa as in roof covering cladding to wall, fixed with self tapping screws complete all as specified and directed. | 1,347.5 | Sqm | - | - |
| 5 | M & L preparation of new steel surfaces of any description not otherwise described over 10 cm width or grith and applying two coats of synthetic enamel paint over a coat of red oxie primer complete all as specified and directed. | 1,886.5 | Sqm | - | - |
| 6 | S & F MS plates (plain or chequred) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and directed. | 350 | Kg | - | - |
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