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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84.8 LAccepted-Finance | L1 | Accepted-Finance Not Lowest bidder | |
| 2 | L2₹85.7 L+₹83,249.50 (0.98%)Rejected-Finance | L2 | Rejected-Finance Not Lowest bidder | |
| 3 | L3₹93.9 L+₹9.1 L (10.7%)Rejected-Finance | L3 | Rejected-Finance Not Lowest bidder | |
| 4 | L4₹94.1 L+₹9.3 L (11.0%)Rejected-Finance BEHIND H NO 150 VEER KUNWAR SINGH COLONY SAKET NAGAR HINOO DORANDA RANCHI 834002 | RANCHI | JHARKHAND | 834002 | L4 | Rejected-Finance Not Lowest bidder | |
| 5 | L5₹95.1 L+₹10.2 L (12.1%)Rejected-Finance | L5 | Rejected-Finance Not Lowest bidder |
| Sl No | Description | Qty | Unit | TARUN ELECTRICALS L9 | M/s Brajesh Kumar Sinha L4 | M/S.BHATTACHARJEE CONSTRUCTION L11 | SAMASHRA CONSTRUCTION PRIVATE LIMITED L3 | M/S B. PRASAD & COMPANY L10 | M/S ALOK KUMAR L12 | BIMAL TECHNOCRATS L6 | ACE MULTI SERVICES L2 | M/S GALAXEE L5 | M/S VIKASH KUMAR L1 | SHASHIKANT SINGH INFRATECH PRIVATE LIMITED L8 | MANGLAM PLANNERS AND CONSTRUCTION PVT. LTD L13 | Pavee Construction No Rank | PRADHAN ENTERPRISES L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 180 | Cum | 187 ₹33,660 | 100 ₹18,000 | 130 ₹23,400 | 180 ₹32,400 | 100 ₹18,000 | 190 ₹34,200 | 95 ₹17,100 | 120 ₹21,600 | 230 ₹41,400 | 140 ₹25,200 | 180 ₹32,400 | 177 ₹31,860 | 150 - | 60 ₹10,800 Lowest |
| 2.00 | 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 and for all lift. | 95 | Cum | 141 ₹13,395 | 60 ₹5,700 | 130 ₹12,350 | 170 ₹16,150 | 50 ₹4,750 Lowest | 266 ₹25,270 | 105 ₹9,975 | 250 ₹23,750 | 150 ₹14,250 | 95 ₹9,025 | 150 ₹14,250 | 196 ₹18,620 | 100 - | 50 ₹4,750 Lowest |
| 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 : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 18 | Cum | 4,905 ₹88,290 | 4,100 ₹73,800 | 6,500 ₹1,17,000 | 4,600 ₹82,800 | 6,500 ₹1,17,000 | 4,949 ₹89,082 | 5,060.84 ₹91,095.12 | 4,000 ₹72,000 | 5,000 ₹90,000 | 5,900 ₹1,06,200 | 3,500 ₹63,000 Lowest | 8,500 ₹1,53,000 | 5,000 - | 4,000 ₹72,000 |
| 4.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 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) | 10 | Cum | 7,125 ₹71,250 | 4,300 ₹43,000 Lowest | 7,100 ₹71,000 | 6,000 ₹60,000 | 8,000 ₹80,000 | 6,092 ₹60,920 | 6,700.4 ₹67,004 | 4,500 ₹45,000 | 7,500 ₹75,000 | 6,900 ₹69,000 | 6,500 ₹65,000 | 8,500 ₹85,000 | 6,500 - | 7,000 ₹70,000 |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 56 | Sqm | 607 ₹33,992 | 250 ₹14,000 Lowest | 500 ₹28,000 | 400 ₹22,400 | 600 ₹33,600 | 418 ₹23,408 | 450 ₹25,200 | 250 ₹14,000 Lowest | 300 ₹16,800 | 300 ₹16,800 | 350 ₹19,600 | 600 ₹33,600 | 350 - | 500 ₹28,000 |
| 6.00 | 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. | 3,600 | Kg | 78 ₹2,80,800 | 84 ₹3,02,400 | 80 ₹2,88,000 | 80 ₹2,88,000 | 73 ₹2,62,800 | 64 ₹2,30,400 Lowest | 78 ₹2,80,800 | 65 ₹2,34,000 | 80 ₹2,88,000 | 78 ₹2,80,800 | 90 ₹3,24,000 | 95 ₹3,42,000 | 80 - | 80 ₹2,88,000 |
| 7.00 | 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. | 3,400 | Kg | 78 ₹2,65,200 | 84 ₹2,85,600 | 80 ₹2,72,000 | 80 ₹2,72,000 | 73 ₹2,48,200 | 68 ₹2,31,200 | 78 ₹2,65,200 | 65 ₹2,21,000 Lowest | 85 ₹2,89,000 | 81 ₹2,75,400 | 90 ₹3,06,000 | 95 ₹3,23,000 | 80 - | 80 ₹2,72,000 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete | 56 | Sqm | 282 ₹15,792 | 290 ₹16,240 | 300 ₹16,800 | 150 ₹8,400 Lowest | 260 ₹14,560 | 304 ₹17,024 | 230.96 ₹12,933.76 | 200 ₹11,200 | 300 ₹16,800 | 300 ₹16,800 | 300 ₹16,800 | 600 ₹33,600 | 350 - | 500 ₹28,000 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers | 258 | Sqm | 530 ₹1,36,740 | 300 ₹77,400 | 500 ₹1,29,000 | 300 ₹77,400 | 450 ₹1,16,100 | 494 ₹1,27,452 | 425 ₹1,09,650 | 200 ₹51,600 Lowest | 300 ₹77,400 | 350 ₹90,300 | 500 ₹1,29,000 | 650 ₹1,67,700 | 450 - | 550 ₹1,41,900 |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for
Columns, Pillars, Piers, Abutments, Posts and Struts | 296 | Sqm | 692 ₹2,04,832 | 325 ₹96,200 | 500 ₹1,48,000 | 400 ₹1,18,400 | 600 ₹1,77,600 | 494 ₹1,46,224 | 450 ₹1,33,200 | 200 ₹59,200 Lowest | 300 ₹88,800 | 400 ₹1,18,400 | 470 ₹1,39,120 | 400 ₹1,18,400 | 450 - | 600 ₹1,77,600 |
Tender Value
₹1.4 Cr
EMD Value
₹4.2 L
Closing Date
31 Aug 2026, 6:00 pmClosed
SM (E-C), AAI
Gaya Ji Airport, Gaya
Refurbishment and Painting of Boundary Wall (Operational and Non-operational) at Gaya Ji Airport
2026_AAI_287065_1
AAI/GY/SM(C)/B-WALL/2026-27
Open Tender
Civil Works
Item Rate
120 days
Gaya Ji Airport
As per NIT
2 documents required · 2 mandatory
₹1,180
₹4.2 L
30 Sept 2026
10 Aug 2026
2 Sept 2026
10 Aug 2026
31 Aug 2026
10 Aug 2026
10 Aug 2026 - 17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 180 | Cum | - | - |
| 2 | 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 and for all lift. | 95 | Cum | - | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 18 | Cum | - | - |
| 4 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 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) | 10 | Cum | - | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 56 | Sqm | - | - |
| 6 | 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. | 3,600 | Kg | - | - |
| 7 | 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. | 3,400 | Kg | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete | 56 | Sqm | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers | 258 | Sqm | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for
Columns, Pillars, Piers, Abutments, Posts and Struts | 296 | Sqm | - | - |
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