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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.3 CrAccepted-Finance | ₹13.3 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹15.0 Cr+₹1.7 Cr (12.6%)Rejected-Finance | ₹15.0 Cr+₹1.7 Cr (12.6%) | L2 | Rejected-Finance L2 |
| 3 | L3₹15.0 Cr+₹1.7 Cr (13.1%)Rejected-Finance 54 20 6 FIRST FLOOR ROAD NO 1 KANAKADURGA GAZETTED OFFICERS COLONY GURUNANAK NAGAR VIJAYAWADA 520008 ANDRA PRADESH | VIJAYAWADA | KRISHNA | ANDHRA PRADESH | 520008 | ₹15.0 Cr+₹1.7 Cr (13.1%) | L3 | Rejected-Finance L3 |
| 4 | L4₹16.3 Cr+₹3.0 Cr (22.4%)Rejected-Finance | ₹16.3 Cr+₹3.0 Cr (22.4%) | L4 | Rejected-Finance L4 |
| 5 | L5₹16.8 Cr+₹3.5 Cr (26.1%)Rejected-Finance | ₹16.8 Cr+₹3.5 Cr (26.1%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | SAIDAX ENGINEERS AND INFRASTRUCTURES PVT LTD L1 | RSR INFRA WORKS (INDIA) PVT. LTD., L5 | SRC COMPANY INFRA PVT LTD L6 | SRINIVASA EDIFICE PRIVATE LIMITED L2 | TRENZET INFRA LIMITED L3 | SLC PROJECTS PVT LTD L4 |
|---|---|---|---|---|---|---|---|---|---|
| 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 kind of soil | 10,061.7 | Cum | 180 ₹18,11,106 | 105 ₹10,56,478.5 | 225 ₹22,63,882.5 | 199 ₹20,02,278.3 | 90 ₹9,05,553 Lowest | 150 ₹15,09,255 |
| 2.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
All kinds of soil | 483 | Cum | 90 ₹43,470 | 90 ₹43,470 | 110 ₹53,130 | 299 ₹1,44,417 | 54 ₹26,082 Lowest | 100 ₹48,300 |
| 3.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 42.6 | Cum | 2,700 ₹1,15,020 | 2,123.75 ₹90,471.75 | 2,000 ₹85,200 Lowest | 3,000 ₹1,27,800 | 2,169 ₹92,399.4 | 2,000 ₹85,200 Lowest |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All workup 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) | 742.5 | Cum | 5,400 ₹40,09,500 | 5,400 ₹40,09,500 | 5,200 ₹38,61,000 | 4,000 ₹29,70,000 Lowest | 4,149 ₹30,80,632.5 | 4,500 ₹33,41,250 |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete | 3,868.1 | Sqm | 390 ₹15,08,559 | 354 ₹13,69,307.4 | 400 ₹15,47,240 | 250 ₹9,67,025 Lowest | 414 ₹16,01,393.4 | 350 ₹13,53,835 |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers | 3,804.1 | Sqm | 630 ₹23,96,583 | 420 ₹15,97,722 | 650 ₹24,72,665 | 250 ₹9,51,025 Lowest | 414 ₹15,74,897.4 | 500 ₹19,02,050 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts | 254.1 | Sqm | 720 ₹1,82,952 | 420 ₹1,06,722 | 800 ₹2,03,280 | 250 ₹63,525 Lowest | 414 ₹1,05,197.4 | 600 ₹1,52,460 |
| 8.00 | 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 | 322.3 | Cum | 7,200 ₹23,20,560 | 7,200 ₹23,20,560 | 7,100 ₹22,88,330 | 6,000 ₹19,33,800 Lowest | 6,309 ₹20,33,390.7 | 6,500 ₹20,94,950 |
| 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 above plinth level upto floor V level
Concrete of M25 grade with minimum cement content of 330 kg /cum | 22.8 | Cum | 9,000 ₹2,05,200 | 7,200 ₹1,64,160 | 7,700 ₹1,75,560 | 6,500 ₹1,48,200 Lowest | 6,669 ₹1,52,053.2 | 7,000 ₹1,59,600 |
| 10.00 | Add for using extra cement in the items of design mix over and above the specified cement content thereon. | 34.5 | Quintal | 900 ₹31,050 | 708 ₹24,426 | 700 ₹24,150 | 400 ₹13,800 Lowest | 666 ₹22,977 | 700 ₹24,150 |
Tender Value
₹21.4 Cr
EMD Value
₹64.2 L
Closing Date
3 Jul 2026, 6:00 pmClosed
AGM E-C
O/o AGM E-C, RHQ SR
Construction of Precast Boundary Wall for the newly acquired Land and raising of property wall as per BCAS norms at Warangal Airport
2026_AAI_278491_1
AAI/HYD/Engg(C)/WA/PBW/2026-27
Open Tender
Civil Works
Item Rate
455 days
Warrangal Airport
Please refer Tender document
15 documents required · 15 mandatory
₹3,540
₹64.2 L
27 Aug 2026
4 Jun 2026
10 Jul 2026
4 Jun 2026
3 Jul 2026
12 Jun 2026
4 Jun 2026 - 12 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 kind of soil | 10,061.7 | Cum | - | - |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
All kinds of soil | 483 | Cum | - | - |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 42.6 | Cum | - | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All workup 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) | 742.5 | Cum | - | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete | 3,868.1 | Sqm | - | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers | 3,804.1 | Sqm | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts | 254.1 | Sqm | - | - |
| 8 | 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 | 322.3 | Cum | - | - |
| 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 above plinth level upto floor V level
Concrete of M25 grade with minimum cement content of 330 kg /cum | 22.8 | Cum | - | - |
| 10 | Add for using extra cement in the items of design mix over and above the specified cement content thereon. | 34.5 | Quintal | - | - |
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