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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-Finance D NO 9 49 1 SURYARAOPETA NEAR AIRTEL TOWER VEMAGIRI EAST GODAVARI ANDHRA PRADESH 533125 | EAST GODAVARI | ANDHRA PRADESH | 533125 | ₹1.1 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹1.2 Cr+₹9.9 L (9.04%)Rejected-Finance | ₹1.2 Cr+₹9.9 L (9.04%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.3 Cr+₹16.3 L (14.8%)Rejected-Finance | ₹1.3 Cr+₹16.3 L (14.8%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.3 Cr+₹20.3 L (18.5%)Rejected-Finance | ₹1.3 Cr+₹20.3 L (18.5%) | L4 | Rejected-Finance L4 |
| 5 | L5₹1.4 Cr+₹25.3 L (23.0%)Rejected-Finance | ₹1.4 Cr+₹25.3 L (23.0%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | AD CONSTRUCTIONS L5 | ARKA PROJECTS L4 | S-THANISH ENTERPRISES PRIVATE LIMITED L6 | GAGAN SAIL L2 | SRI KARTHIKEYA ENTERPRISES L1 | N R CONSTRUCTIONS L7 | DY Infra & Projects Private Limited L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 2,502 | Cum | 200 ₹5,00,400 | 105 ₹2,62,710 | 130.5 ₹3,26,511 | 90 ₹2,25,180 Lowest | 130 ₹3,25,260 | 279 ₹6,98,058 | 95 ₹2,37,690 |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 316 | Cum | 170 ₹53,720 | 98 ₹30,968 | 160 ₹50,560 | 63 ₹19,908 Lowest | 100 ₹31,600 | 108.99 ₹34,440.84 | 85 ₹26,860 |
| 3.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | 156 | Cum | 100 ₹15,600 | 110 ₹17,160 | 102 ₹15,912 | 54 ₹8,424 Lowest | 100 ₹15,600 | 108.99 ₹17,002.44 | 75 ₹11,700 |
| 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 : 8 graded stone aggregate 40 mm nominal size) | 73 | Cum | 5,000 ₹3,65,000 | 3,975 ₹2,90,175 | 5,000 ₹3,65,000 | 4,239 ₹3,09,447 | 3,800 ₹2,77,400 Lowest | 5,004.99 ₹3,65,364.27 | 4,850 ₹3,54,050 |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns etc. for mass concrete. | 381 | sqm | 300 ₹1,14,300 | 385 ₹1,46,685 | 282.12 ₹1,07,487.72 | 387 ₹1,47,447 | 250 ₹95,250 Lowest | 369 ₹1,40,589 | 335 ₹1,27,635 |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 446.5 | sqm | 350 ₹1,56,275 Lowest | 395 ₹1,76,367.5 | 606.12 ₹2,70,632.58 | 387 ₹1,72,795.5 | 522 ₹2,33,073 | 603.99 ₹2,69,681.54 | 410 ₹1,83,065 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access
platform | 150 | Sqm | 450 ₹67,500 | 405 ₹60,750 | 667.09 ₹1,00,063.5 | 387 ₹58,050 Lowest | 577 ₹86,550 | 819 ₹1,22,850 | 410 ₹61,500 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 447 | sqm | 350 ₹1,56,450 | 380 ₹1,69,860 | 259.78 ₹1,16,121.66 Lowest | 387 ₹1,72,989 | 445 ₹1,98,915 | 504.99 ₹2,25,730.53 | 410 ₹1,83,270 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. | 155 | sqm | 500 ₹77,500 | 410 ₹63,550 | 691.58 ₹1,07,194.9 | 387 ₹59,985 | 605 ₹93,775 | 819 ₹1,26,945 | 385 ₹59,675 Lowest |
| 10.00 | 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. | 18,174 | kg | 75 ₹13,63,050 | 72 ₹13,08,528 Lowest | 77.59 ₹14,10,120.66 | 81 ₹14,72,094 | 75 ₹13,63,050 | 81.99 ₹14,90,086.26 | 90 ₹16,35,660 |
Tender Value
₹1.6 Cr
EMD Value
₹4.9 L
Closing Date
24 Jun 2026, 6:00 pmClosed
AGM( Engg-Civil)
Rajahmundry airport 533102
Realignment of operational boundary wall perimeter road development of drains to accommodate flying training organization and related ancillary works at Rajahmundry Airport
2026_AAI_279505_1
AAI/RJY/Engg(C)/BW/Jarvis
Open Tender
Civil Works
Item Rate
300 days
Rajahmundry Airport
As per NIT
4 documents required · 4 mandatory
₹1,180
₹4.9 L
10 Jul 2026
3 Jun 2026
29 Jun 2026
3 Jun 2026
24 Jun 2026
3 Jun 2026
3 Jun 2026 - 17 Jun 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. | 2,502 | Cum | - | - |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 316 | Cum | - | - |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | 156 | 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 : 8 graded stone aggregate 40 mm nominal size) | 73 | Cum | - | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns etc. for mass concrete. | 381 | sqm | - | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 446.5 | sqm | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access
platform | 150 | Sqm | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 447 | sqm | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. | 155 | sqm | - | - |
| 10 | 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. | 18,174 | kg | - | - |
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