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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.5 CrAccepted-Finance | ₹3.5 Cr | L-1 | Accepted-Finance L-1 bidder |
| 2 | L-2₹4.1 Cr+₹56.4 L (16.0%)Rejected-Finance | ₹4.1 Cr+₹56.4 L (16.0%) | L-2 | Rejected-Finance Not L-1 bidder |
| 3 | L-3₹4.2 Cr+₹67.8 L (19.3%)Rejected-Finance | ₹4.2 Cr+₹67.8 L (19.3%) | L-3 | Rejected-Finance Not L-1 bidder |
| 4 | L-4₹4.3 Cr+₹77.0 L (21.9%)Rejected-Finance 11A 2 PRATAP NAGAR WEST MAHOLI ROAD MATHURA UTTAR PRADESH 281001 | MATHURA | MATHURA | UTTAR PRADESH | 281001 | ₹4.3 Cr+₹77.0 L (21.9%) | L-4 | Rejected-Finance Not L-1 bidder |
| 5 | L-5₹4.7 Cr+₹1.2 Cr (34.7%)Rejected-Finance | ₹4.7 Cr+₹1.2 Cr (34.7%) | L-5 | Rejected-Finance Not L-1 bidder |
| Sl No | Description | Qty | Unit | KISHWAR & COMPANY L8 | S Thartius Engineering Contractors L10 | S G CONSTRUCTIONS L5 | SARATH CHANDRA CONSTRUCTIONS L6 | M/S SAI VISHNU CONSTRUCTIONS L3 | KOTARKI Constructions Private Limited L7 | G. R. Engineers and Contractor L4 | DEV INFRA PROJECTS L1 | VEDAGARBHA INFRATECH L9 | GAGAN SAIL L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Laying and Jointing PVC Pipe. Heading | |||||||||||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 10,000 | Cum | 170 ₹17,00,000 | 249 ₹24,90,000 | 135 ₹13,50,000 | 82 ₹8,20,000 | 100 ₹10,00,000 | 165 ₹16,50,000 | 50 ₹5,00,000 Lowest | 192 ₹19,20,000 | 85 ₹8,50,000 | 90 ₹9,00,000 |
| 1.02 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 20,000 | Sqm | 30 ₹6,00,000 | 23 ₹4,60,000 | 3.6 ₹72,000 Lowest | 10 ₹2,00,000 | 6 ₹1,20,000 | 10.02 ₹2,00,400 | 4 ₹80,000 | 6 ₹1,20,000 | 15 ₹3,00,000 | 4.5 ₹90,000 |
| 1.03 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 12,000 | Cum | 170 ₹20,40,000 | 181 ₹21,72,000 | 72 ₹8,64,000 | 45 ₹5,40,000 Lowest | 200 ₹24,00,000 | 175 ₹21,00,000 | 100 ₹12,00,000 | 104 ₹12,48,000 | 85 ₹10,20,000 | 54 ₹6,48,000 |
| 1.04 | 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). | 201 | Cum | 4,850 ₹9,74,850 | 5,876 ₹11,81,076 | 4,950 ₹9,94,950 | 4,100 ₹8,24,100 | 4,000 ₹8,04,000 | 4,000 ₹8,04,000 | 4,000 ₹8,04,000 | 3,420 ₹6,87,420 Lowest | 5,800 ₹11,65,800 | 4,050 ₹8,14,050 |
| 1.05 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 2,375 | Sqm | 220 ₹5,22,500 | 283 ₹6,72,125 | 360 ₹8,55,000 | 300 ₹7,12,500 | 275 ₹6,53,125 | 450 ₹10,68,750 | 160 ₹3,80,000 Lowest | 209 ₹4,96,375 | 365 ₹8,66,875 | 396 ₹9,40,500 |
| 1.06 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts | 2,417 | Sqm | 450 ₹10,87,650 | 396 ₹9,57,132 | 450 ₹10,87,650 | 400 ₹9,66,800 | 275 ₹6,64,675 | 450 ₹10,87,650 | 160 ₹3,86,720 Lowest | 513 ₹12,39,921 | 550 ₹13,29,350 | 396 ₹9,57,132 |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers | 2,000 | Sqm | 450 ₹9,00,000 | 452 ₹9,04,000 | 450 ₹9,00,000 | 450 ₹9,00,000 | 275 ₹5,50,000 | 450 ₹9,00,000 | 160 ₹3,20,000 Lowest | 393 ₹7,86,000 | 550 ₹11,00,000 | 396 ₹7,92,000 |
| 1.08 | 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. | 90,000 | Kg | 82 ₹73,80,000 | 88 ₹79,20,000 | 85.5 ₹76,95,000 | 85 ₹76,50,000 | 90 ₹81,00,000 | 74 ₹66,60,000 | 90 ₹81,00,000 | 57 ₹51,30,000 Lowest | 92 ₹82,80,000 | 81 ₹72,90,000 |
| 1.09 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more | 25,000 | Kg | 85 ₹21,25,000 | 90 ₹22,50,000 | 85.5 ₹21,37,500 | 85 ₹21,25,000 | 100 ₹25,00,000 | 74 ₹18,50,000 | 90 ₹22,50,000 | 57 ₹14,25,000 Lowest | 92 ₹23,00,000 | 81 ₹20,25,000 |
Tender Value
₹6.4 Cr
EMD Value
₹19.1 L
Closing Date
18 May 2026, 6:00 pmClosed
JGM(Engg-Civil)
Airport Director Kalaburagi Airport
Construction of Operational Boundary Wall in Damaged Stretches at Kalaburagi Airport
2026_AAI_275016_1
AAI/KLB/ENGG(C)/B.WALL
Open Tender
Civil Works
Item Rate
395 days
Kalaburagi Airport
As per NIT
4 documents required · 4 mandatory
₹1,770
₹19.1 L
1 Jul 2026
25 Apr 2026
21 May 2026
25 Apr 2026
18 May 2026
29 Apr 2026
25 Apr 2026 - 29 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Laying and Jointing PVC Pipe. Heading | |||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | - | Cum | 1.25 | - |
| 1.02 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | Sqm | - | - |
| 1.03 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | - | Cum | 100 | - |
| 1.04 | 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 | 53 | - |
| 1.05 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | 10 | - |
| 1.06 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts | - | Sqm | 11 | - |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | Sqm | - | - |
| 1.08 | 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. | - | Kg | 100 | - |
| 1.09 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more | - | Kg | 53 | - |
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