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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC | ₹8.0 L | L1 | Accepted-AOC Lowest bidder. |
| 2 | L2₹8.4 L+₹44,263.90 (5.56%)Rejected-Finance | ₹8.4 L+₹44,263.90 (5.56%) | L2 | Rejected-Finance Not Lowest bidder. |
| 3 | L3₹8.4 L+₹45,437.70 (5.70%)Rejected-Finance | ₹8.4 L+₹45,437.70 (5.70%) | L3 | Rejected-Finance Not Lowest bidder. |
| 4 | L4₹8.9 L+₹91,228.50 (11.4%)Rejected-Finance | ₹8.9 L+₹91,228.50 (11.4%) | L4 | Rejected-Finance Not Lowest bidder. |
| 5 | L5₹9.0 L+₹1.0 L (13.0%)Rejected-Finance | ₹9.0 L+₹1.0 L (13.0%) | L5 | Rejected-Finance Not Lowest bidder. |
| Sl No | Description | Qty | Unit | Deepak Saxena L2 | M/S CHAUDHARY CONSTRUCTION L4 | R N AGRAWAL L6 | Shiva Traders L3 | BHARDWAJ CONSTRUCTIONS L1 | VANI CONSTRUCTION L5 |
|---|---|---|---|---|---|---|---|---|---|
| 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 | 135 ₹945 | 200 ₹1,400 | 80 ₹560 Lowest | 200 ₹1,400 | 300 ₹2,100 | 500 ₹3,500 |
| 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 | 45 ₹7,387.2 | 100 ₹16,416 | 30 ₹4,924.8 | 30 ₹4,924.8 | 150 ₹24,624 | 20 ₹3,283.2 Lowest |
| 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 | 4,000 ₹1,000 | 4,000 ₹1,000 | 3,500 ₹875 | 4,800 ₹1,200 | 6,000 ₹1,500 | 3,200 ₹800 Lowest |
| 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 | 4,800 ₹13,296 Lowest | 5,000 ₹13,850 | 5,000 ₹13,850 | 5,200 ₹14,404 | 6,000 ₹16,620 | 5,800 ₹16,066 |
| 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, decorative and designer pre-fab type with intricate design complete all as specified and directed. | 3,550 | Kg | 126 ₹4,47,300 | 140 ₹4,97,000 | 275 ₹9,76,250 | 140 ₹4,97,000 | 112 ₹3,97,600 Lowest | 155 ₹5,50,250 |
| 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 | 45 ₹2,250 Lowest | 100 ₹5,000 | 60 ₹3,000 | 60 ₹3,000 | 60 ₹3,000 | 60 ₹3,000 |
| 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 | 650 ₹1,01,692.5 Lowest | 700 ₹1,09,515 | 750 ₹1,17,337.5 | 760 ₹1,18,902 | 750 ₹1,17,337.5 | 675 ₹1,05,603.75 |
| 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 | 1,850 ₹30,358.5 | 2,000 ₹32,820 | 1,600 ₹26,256 | 2,100 ₹34,461 | 2,700 ₹44,307 | 1,350 ₹22,153.5 Lowest |
| 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 | 450 ₹73,872 | 500 ₹82,080 | 320 ₹52,531.2 | 210 ₹34,473.6 Lowest | 340 ₹55,814.4 | 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 | 8,500 ₹11,900 | 10,000 ₹14,000 | 9,000 ₹12,600 | 9,000 ₹12,600 | 6,500 ₹9,100 Lowest | 7,750 ₹10,850 |
Tender Value
₹9.7 L
EMD Value
₹19,380
Closing Date
21 Jul 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_3
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
10 Sept 2026
30 Jun 2026
28 Jul 2026
30 Jun 2026
21 Jul 2026
7 Jul 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 including for ornamental, decorative and designer pre-fab type with intricate design 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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