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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹7.3 L+₹50,149.60 (7.37%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹7.4 L+₹59,828.20 (8.80%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹7.6 L+₹82,558 (12.1%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹8.0 L+₹1.2 L (17.5%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | R N AGRAWAL L2 | M/s Aditya Enterprises L4 | VANI CONSTRUCTION L7 | BHARDWAJ CONSTRUCTIONS L5 | M/S MADHAV ENTERPRISES L1 | Shiva Traders L3 | ARCHI ENGINEERS L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in post holes (or similar holes) each not exc 0.50 cum in soft / loose soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface complete all as specified and directed by Engineer-in-charge. | 7 | Each | 70 ₹490 | 100 ₹700 | 250 ₹1,750 | 400 ₹2,800 | 5 ₹35 Lowest | 200 ₹1,400 | 105 ₹735 |
| 2.00 | Surface excavation n exc 30cm deep and average 15cm deep and getting out in soft/loose soil all as specified and directed. | 164.16 | Sqm | 30 ₹4,924.8 | 300 ₹49,248 | 25 ₹4,104 Lowest | 180 ₹29,548.8 | 100 ₹16,416 | 30 ₹4,924.8 | 55 ₹9,028.8 |
| 3.00 | M&L for PCC (1:4:8) type D-2, using 40mm graded stone aggregate in foundation, filing and mass concrete complete all as specified and directed. | 0.25 | Cum | 3,000 ₹750 Lowest | 3,000 ₹750 Lowest | 3,800 ₹950 | 5,000 ₹1,250 | 3,000 ₹750 Lowest | 4,800 ₹1,200 | 3,200 ₹800 |
| 4.00 | M & L for PCC (1:2:4) type C-2 using 40mm graded stone aggregate as in foundation for post & struts & mass concrete including necessary form work and fair finishing complete all as specified and directed by Engineer-in-charge. | 2.77 | Cum | 4,500 ₹12,465 | 3,500 ₹9,695 Lowest | 7,500 ₹20,775 | 6,000 ₹16,620 | 4,000 ₹11,080 | 5,200 ₹14,404 | 5,500 ₹15,235 |
| 5.00 | S&F steel work in tubular trusses including columns, special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS.1161-1998 grade St-240 including for ornamental and intricate design complete all as specified and directed. | 3,550 | Kg | 110 ₹3,90,500 | 100 ₹3,55,000 | 153 ₹5,43,150 | 105 ₹3,72,750 | 91 ₹3,23,050 Lowest | 110 ₹3,90,500 | 120 ₹4,26,000 |
| 6.00 | M&L for preparation of new steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-charge. | 50 | Sqm | 60 ₹3,000 | 30 ₹1,500 | 60 ₹3,000 | 70 ₹3,500 | 20 ₹1,000 Lowest | 60 ₹3,000 | 40 ₹2,000 |
| 7.00 | S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.5mm thick of red colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws as specified complete all as specified and directed. | 156.45 | Sqm | 680 ₹1,06,386 | 800 ₹1,25,160 | 625 ₹97,781.25 Lowest | 825 ₹1,29,071.25 | 800 ₹1,25,160 | 760 ₹1,18,902 | 800 ₹1,25,160 |
| 8.00 | M&L hard core of guage exc. 63mm but not exc. 100mm deposited spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken bricks complete all as specified and directed. | 16.41 | Cum | 1,500 ₹24,615 | 3,500 ₹57,435 | 1,350 ₹22,153.5 Lowest | 2,800 ₹45,948 | 1,500 ₹24,615 | 2,100 ₹34,461 | 3,500 ₹57,435 |
| 9.00 | M&L for 100 mm thick Cement concrete type D-2, (1:4:8) using 40 mm graded stone aggregate as in sub base complete all as specified and directed. | 164.16 | Sqm | 330 ₹54,172.8 | 300 ₹49,248 | 290 ₹47,606.4 | 300 ₹49,248 | 250 ₹41,040 | 210 ₹34,473.6 Lowest | 300 ₹49,248 |
| 10.00 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed. | 1.4 | Cum | 7,000 ₹9,800 | 11,000 ₹15,400 | 9,000 ₹12,600 | 6,500 ₹9,100 | 4,000 ₹5,600 Lowest | 12,000 ₹16,800 | 8,000 ₹11,200 |
Tender Value
₹9.7 L
EMD Value
₹19,380
Closing Date
4 Jun 2026, 6:00 pmClosed
Maj Sarith E
GE (WEST) MATHURA
PROVN OF CAR PARKING SHED FOR HQ 1 CORPS OFFICE BUILDING NO P-01 UNDER AGE B/R-I OF GE (W) MATHURA
2026_MES_764022_1
8300/1394/E8
Open Tender
Civil Works
Item Rate
120 days
GE (WEST) MATHURA
As per NIT
10 documents required · 10 mandatory
₹500
GE (WEST) Mathura
₹19,380
Yes
12 Jun 2026
7 May 2026
11 Jun 2026
7 May 2026
4 Jun 2026
21 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in post holes (or similar holes) each not exc 0.50 cum in soft / loose soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface complete all as specified and directed by Engineer-in-charge. | 7 | Each | - | - |
| 2 | Surface excavation n exc 30cm deep and average 15cm deep and getting out in soft/loose soil all as specified and directed. | 164.16 | Sqm | - | - |
| 3 | M&L for PCC (1:4:8) type D-2, using 40mm graded stone aggregate in foundation, filing and mass concrete complete all as specified and directed. | 0.25 | Cum | - | - |
| 4 | M & L for PCC (1:2:4) type C-2 using 40mm graded stone aggregate as in foundation for post & struts & mass concrete including necessary form work and fair finishing complete all as specified and directed by Engineer-in-charge. | 2.77 | Cum | - | - |
| 5 | S&F steel work in tubular trusses including columns, special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS.1161-1998 grade St-240 complete all as specified and directed. | 3,550 | Kg | - | - |
| 6 | M&L for preparation of new steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-charge. | 50 | Sqm | - | - |
| 7 | S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.5mm thick of red colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws as specified complete all as specified and directed. | 156.45 | Sqm | - | - |
| 8 | M&L hard core of guage exc. 63mm but not exc. 100mm deposited spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken bricks complete all as specified and directed. | 16.41 | Cum | - | - |
| 9 | M&L for 100 mm thick Cement concrete type D-2, (1:4:8) using 40 mm graded stone aggregate as in sub base complete all as specified and directed. | 164.16 | Sqm | - | - |
| 10 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed. | 1.4 | Cum | - | - |
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