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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.1 CrAccepted-Finance | ₹2.1 Cr | L-1 | Accepted-Finance LOW RATE |
| 2 | L-2₹2.1 CrRejected-Finance | ₹2.1 Cr | L-2 | Rejected-Finance HIGH RATE |
| 3 | L-3₹2.3 CrRejected-Finance | ₹2.3 Cr | L-3 | Rejected-Finance HIGH RATE |
| 4 | L-4₹2.3 CrRejected-Finance | ₹2.3 Cr | L-4 | Rejected-Finance HIGH RATE |
| 5 | L-5₹2.4 CrRejected-Finance | ₹2.4 Cr | L-5 | Rejected-Finance HIGH RATE |
| Sl No | Description | Qty | Unit | Orient Builders L10 | Swami Contractors Pvt Ltd L6 | M/S SANJAY VERMA L5 | Arihant Construction L3 | M/S S S Associates L1 | MUDIT CONSTRUCTIONS L2 | M/s Vishnu Construction Company L9 | Archit Infraventure L4 | Classicon Projects India Pvt. Ltd. L7 | RRCONSTRUCTION L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 4,500 | Cum | 260 ₹11,70,000 | 337 ₹15,16,500 | 100 ₹4,50,000 | 150 ₹6,75,000 | 97 ₹4,36,500 Lowest | 110 ₹4,95,000 | 170 ₹7,65,000 | 110 ₹4,95,000 | 150 ₹6,75,000 | 145 ₹6,52,500 |
| 2.00 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | 150 | Mtr. | 350 ₹52,500 | 777 ₹1,16,550 | 450 ₹67,500 | 100 ₹15,000 Lowest | 250 ₹37,500 | 100 ₹15,000 Lowest | 127.5 ₹19,125 | 1,311 ₹1,96,650 | 380 ₹57,000 | 300 ₹45,000 |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 150 | Cum | 6,200 ₹9,30,000 | 5,637 ₹8,45,550 | 6,500 ₹9,75,000 | 4,800 ₹7,20,000 | 4,300 ₹6,45,000 Lowest | 5,000 ₹7,50,000 | 6,375 ₹9,56,250 | 5,800 ₹8,70,000 | 5,800 ₹8,70,000 | 6,500 ₹9,75,000 |
| 4.00 | 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) : 8 graded stone aggregate 40 mm nominal size) | 200 | Cum | 5,300 ₹10,60,000 | 4,604 ₹9,20,800 | 6,000 ₹12,00,000 | 4,000 ₹8,00,000 | 3,900 ₹7,80,000 | 4,500 ₹9,00,000 | 3,825 ₹7,65,000 Lowest | 6,000 ₹12,00,000 | 4,800 ₹9,60,000 | 5,000 ₹10,00,000 |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 1,300 | Sqm | 170 ₹2,21,000 Lowest | 265 ₹3,44,500 | 250 ₹3,25,000 | 300 ₹3,90,000 | 300 ₹3,90,000 | 200 ₹2,60,000 | 340 ₹4,42,000 | 190 ₹2,47,000 | 350 ₹4,55,000 | 208 ₹2,70,400 |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers | 1,200 | Sqm | 350 ₹4,20,000 | 497 ₹5,96,400 | 500 ₹6,00,000 | 310 ₹3,72,000 | 400 ₹4,80,000 | 300 ₹3,60,000 | 510 ₹6,12,000 | 220 ₹2,64,000 Lowest | 675 ₹8,10,000 | 333 ₹3,99,600 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts | 510 | Sqm | 350 ₹1,78,500 | 650 ₹3,31,500 | 500 ₹2,55,000 | 325 ₹1,65,750 | 395 ₹2,01,450 | 300 ₹1,53,000 | 765 ₹3,90,150 | 240 ₹1,22,400 Lowest | 675 ₹3,44,250 | 405 ₹2,06,550 |
| 8.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 32,000 | kg | 89 ₹28,48,000 | 72 ₹23,04,000 Lowest | 80 ₹25,60,000 | 77 ₹24,64,000 | 76 ₹24,32,000 | 85 ₹27,20,000 | 72 ₹23,04,000 Lowest | 75 ₹24,00,000 | 77 ₹24,64,000 | 76 ₹24,32,000 |
| 9.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum. | 200 | Cum | 6,200 ₹12,40,000 | 6,424 ₹12,84,800 | 6,500 ₹13,00,000 | 5,000 ₹10,00,000 | 4,600 ₹9,20,000 Lowest | 5,100 ₹10,20,000 | 7,000 ₹14,00,000 | 6,800 ₹13,60,000 | 6,200 ₹12,40,000 | 6,700 ₹13,40,000 |
| 10.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum | 150 | Cum | 7,010 ₹10,51,500 | 6,664 ₹9,99,600 | 6,500 ₹9,75,000 | 5,100 ₹7,65,000 | 5,000 ₹7,50,000 Lowest | 5,100 ₹7,65,000 | 8,000 ₹12,00,000 | 6,900 ₹10,35,000 | 6,700 ₹10,05,000 | 6,900 ₹10,35,000 |
Tender Value
₹3.0 Cr
EMD Value
₹9.1 L
Closing Date
10 Apr 2026, 6:00 pmClosed
ASSTT.GEN. MANAGER (E-C)
M.P. AIRPORTS, UDAIPUR
Construction of New Integrated Passenger Terminal Building at Udaipur Airport.SH Construction of Boundary wall Property wall along the Service Road of National Highway for the land acquired alongwith drainage system at Udaipur Airport
2026_AAI_271530_1
AAI/UDR/AGM(E-C)/Bwall/25-26
Open Tender
Civil Works
Item Rate
120 days
M.P. AIRPORT
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹9.1 L
28 Apr 2026
18 Mar 2026
13 Apr 2026
18 Mar 2026
10 Apr 2026
18 Mar 2026
18 Mar 2026 - 26 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. All kinds of soil | 4,500 | Cum | - | - |
| 2 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | 150 | Mtr. | - | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 150 | Cum | - | - |
| 4 | 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) : 8 graded stone aggregate 40 mm nominal size) | 200 | Cum | - | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 1,300 | Sqm | - | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers | 1,200 | Sqm | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts | 510 | Sqm | - | - |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 32,000 | kg | - | - |
| 9 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum. | 200 | Cum | - | - |
| 10 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum | 150 | Cum | - | - |
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