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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹60.0 LAccepted-Finance | L-1 | Accepted-Finance LOW RATE | |
| 2 | L-2₹74.9 L+₹14.9 L (24.8%)Rejected-Finance H 15 B CHITRANJAN MARG C SCHEME JAIPUR 302001 | JAIPUR | JAIPUR | RAJASTHAN | 302001 | L-2 | Rejected-Finance HIGH RATE | |
| 3 | L-3₹87.6 L+₹27.7 L (46.1%)Rejected-Finance E MUTHILINGAPURAM VILLAGE SATTUR TALUK VIRUDHUNAGAR DISTRICT UNDER MADURAI DIVISIONAL OFFICE OF TAMIL NADU STATE OFFICE | VIRUDHUNAGAR | TAMIL NADU | 626001 | L-3 | Rejected-Finance HIGH RATE | |
| 4 | L-4₹1.2 Cr+₹58.4 L (97.4%)Rejected-Finance F22 117 SECTOR 3 ROHINI 110085 DELHI | DELHI | NORTH WEST DELHI | DELHI | 110085 | L-4 | Rejected-Finance HIGH RATE | |
| 5 | L-5₹1.3 Cr+₹66.8 L (111.4%)Rejected-Finance | L-5 | Rejected-Finance HIGH RATE |
| Sl No | Description | Qty | Unit | M/S M L BROTHER L4 | Lok Shail Enterprises L2 | RAHUL PETRO PROJECTS PVT LTD L3 | MUDIT CONSTRUCTIONS L1 | AGARWAL BROTHERS L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil | 2,400 | Cum | 190 ₹4,56,000 | 150 ₹3,60,000 | 125 ₹3,00,000 Lowest | 150 ₹3,60,000 | 180 ₹4,32,000 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.Hard rock (blasting prohibited) | 5,600 | Cum | 1,010 ₹56,56,000 | 650 ₹36,40,000 | 850 ₹47,60,000 | 500 ₹28,00,000 Lowest | 1,170 ₹65,52,000 |
| 3.00 | Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift : All kinds of soil | 1,200 | Cum | 300 ₹3,60,000 | 150 ₹1,80,000 Lowest | 200 ₹2,40,000 | 150 ₹1,80,000 Lowest | 1,800 ₹21,60,000 |
| 4.00 | carriage of excavated material by mechnical transport including loading, unloading & stacking including lead upto 3 km. All kinds of soil | 1,200 | Cum | 400 ₹4,80,000 | 100 ₹1,20,000 Lowest | 150 ₹1,80,000 | 100 ₹1,20,000 Lowest | 126 ₹1,51,200 |
| 5.00 | carriage of excavated material by mechnical transport including loading, unloading & stacking including lead upto 3 km. Excavated rock | 5,600 | Cum | 400 ₹22,40,000 | 200 ₹11,20,000 | 190 ₹10,64,000 | 120 ₹6,72,000 Lowest | 144 ₹8,06,400 |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 40 | Cum | 5,000 ₹2,00,000 | 5,000 ₹2,00,000 | 5,000 ₹2,00,000 | 4,500 ₹1,80,000 Lowest | 6,361.5 ₹2,54,460 |
| 7.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | 70 | Cum | 7,300 ₹5,11,000 | 5,200 ₹3,64,000 Lowest | 6,200 ₹4,34,000 | 5,500 ₹3,85,000 | 7,290 ₹5,10,300 |
| 8.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 26.5 | Cum | 5,500 ₹1,45,750 | 5,200 ₹1,37,800 Lowest | 6,500 ₹1,72,250 | 5,500 ₹1,45,750 | 7,800 ₹2,06,700 |
| 9.00 | 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) | 392 | Sqm | 249 ₹97,608 Lowest | 300 ₹1,17,600 | 400 ₹1,56,800 | 250 ₹98,000 | 396 ₹1,55,232 |
| 10.00 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 12,120 | Kg | 137 ₹16,60,440 | 100 ₹12,12,000 | 100 ₹12,12,000 | 85 ₹10,30,200 Lowest | 117 ₹14,18,040 |
Tender Value
₹1.3 Cr
EMD Value
₹4.0 L
Closing Date
7 May 2026, 6:00 pmClosed
ASSTT.GEN. MANAGER (E-C)
M.P. AIRPORT, UDAIPUR
Removal of raised rocky area towards runway 08 near LLZ at M.P. Airport, Udaipur
2026_AAI_274747_1
AAI/UDR/AGM(E-C)/W-162/26-27
Open Tender
Civil Works
Item Rate
120 days
M.P. AIRPORT
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹4.0 L
31 Jul 2026
16 Apr 2026
11 May 2026
16 Apr 2026
7 May 2026
16 Apr 2026
16 Apr 2026 - 23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil | - | Cum | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.Hard rock (blasting prohibited) | - | Cum | - | - |
| - | Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift : All kinds of soil | - | Cum | - | - |
| - | carriage of excavated material by mechnical transport including loading, unloading & stacking including lead upto 3 km. All kinds of soil | - | Cum | - | - |
| - | carriage of excavated material by mechnical transport including loading, unloading & stacking including lead upto 3 km. Excavated rock | - | Cum | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | Cum | - | - |
| - | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | - | Cum | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | - | - |
| - | 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) | - | Sqm | - | - |
| - | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | - | Kg | - | - |
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