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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹1.8 Cr+₹7.9 L (4.55%)Rejected-Finance | ₹1.8 Cr+₹7.9 L (4.55%) | L2 | Rejected-Finance Being L2 rejected |
| 3 | L3₹2.0 Cr+₹21.3 L (12.2%)Rejected-Finance | ₹2.0 Cr+₹21.3 L (12.2%) | L3 | Rejected-Finance Being L3 rejected |
| 4 | L4₹2.2 Cr+₹47.7 L (27.4%)Rejected-Finance | ₹2.2 Cr+₹47.7 L (27.4%) | L4 | Rejected-Finance Being L4 rejected |
| 5 | L5₹3.1 Cr+₹1.4 Cr (78.6%)Rejected-Finance | ₹3.1 Cr+₹1.4 Cr (78.6%) | L5 | Rejected-Finance Being L5 rejected |
| Sl No | Description | Qty | Unit | M/S SAI VISHNU CONSTRUCTIONS L1 | Y SAHITYA L3 | TSR Nirmaan private limited L4 | K CONSTRUCTIONS L2 | N RAMAKRISHNA L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation of soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sectins, and transporting to the embankment location with all lifts and lead with in Airport permises etc complete as per direction by engineer-in-charge.(Ref. MORTH Specification section -301)
Note:(payment will be made for excavated quantity in cutting only as per level calculation). | 45,986 | Cum | 90 ₹41,38,740 Lowest | 95 ₹43,68,670 | 200 ₹91,97,200 | 117 ₹53,80,362 | 133 ₹61,16,138 |
| 2.00 | Construction of embankment with available excavated earth depositd at site from other locations with spreading, neatly leveling /grading and compacting layer to achieve the desired levels and compacted to meet requirement of Table 300-2 of Morth specifications i.e., not less than 75% of density as per direction of Engineering in Charge. (Ref. MORTH Specification section -305)
Note:(payment will be made for filling quantity only as per level calculation) | 35,443 | Cum | 70 ₹24,81,010 | 95 ₹33,67,085 | 50 ₹17,72,150 Lowest | 50 ₹17,72,150 Lowest | 51 ₹18,07,593 |
| 3.00 | Loosening levelling and compacting original ground scarified to a depth of 150mm, mixes with water at OMC and then compacted by rolling as given in table 300-2 i.e., not less than 75% of density as per direction of engineer-in-charge.
(Note: This item applicable wherever Item No: 1 & 2 not applicable.) | 34,266 | Sqm | 50 ₹17,13,300 | 50 ₹17,13,300 | 15 ₹5,13,990 | 9 ₹3,08,394 Lowest | 36 ₹12,33,576 |
| 4.00 | Preparation and consolidation of sub grade with power raod roller of 8 to 12 tonne capacity including making good the undulations etc., complete as per direction of Engineering-in-charge. ( This item is intended for rolling area after cutting vide Item no: 1) | 2,74,755 | Sqm | 6 ₹16,48,530 | 10 ₹27,47,550 | 10 ₹27,47,550 | 3.69 ₹10,13,845.95 Lowest | 36 ₹98,91,180 |
| 5.00 | Excavation for grading work in hard rock(blasting prohibited) with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to lowlaying areas of within Airport premises as per directions of Engineer in Charge. | 4,397 | Cum | 400 ₹17,58,800 Lowest | 450 ₹19,78,650 | 500 ₹21,98,500 | 819 ₹36,01,143 | 900 ₹39,57,300 |
| 6.00 | Loading and unloading of available stone boulders in tippers and transporting lowlaying areas of within Airport premises as per Directions of Engineer in Chage. | 5,250 | Cum | 100 ₹5,25,000 | 120 ₹6,30,000 | 200 ₹10,50,000 | 70 ₹3,67,500 | 63 ₹3,30,750 Lowest |
| 7.00 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | 6,600 | Sqm | 550 ₹36,30,000 | 500 ₹33,00,000 | 350 ₹23,10,000 Lowest | 500 ₹33,00,000 | 738 ₹48,70,800 |
| 8.00 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine
sand) : Flush/ Ruled pointing. | 6,600 | Sqm | 150 ₹9,90,000 | 120 ₹7,92,000 Lowest | 250 ₹16,50,000 | 300 ₹19,80,000 | 306 ₹20,19,600 |
| 9.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 20 | Cum | 1,000 ₹20,000 | 1,000 ₹20,000 | 1,000 ₹20,000 | 500 ₹10,000 Lowest | 2,700 ₹54,000 |
| 10.00 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar. | 104 | Cum | 300 ₹31,200 | 500 ₹52,000 | 600 ₹62,400 | 200 ₹20,800 Lowest | 1,800 ₹1,87,200 |
Tender Value
₹2.6 Cr
EMD Value
₹7.9 L
Closing Date
17 Apr 2025, 6:00 pmClosed
S Gopala krishna
o/o GM(OIC) AAI Begumpet Airport Hyderabad
Grading of Operational area at Begumpet airport Hyderabad
2025_AAI_231189_1
Grading in operational area at Begumpet Airport, hyderabad
Open Tender
Civil Works
Item Rate
180 days
Begumept Airport Hyderabad
As per e-NIT
9 documents required · 9 mandatory
₹1,180
₹7.9 L
25 Aug 2025
27 Mar 2025
21 Apr 2025
27 Mar 2025
17 Apr 2025
27 Mar 2025
27 Mar 2025 - 7 Apr 2025
Amount
Excavation of soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sectins, and transporting to the embankment location with all lifts and lead with in Airport permises etc complete as per direction by engineer-in-charge.(Ref. MORTH Specification section -301) Note:(payment will be made for excavated quantity in cutting only as per level calculation).
Construction of embankment with available excavated earth depositd at site from other locations with spreading, neatly leveling /grading and compacting layer to achieve the desired levels and compacted to meet requirement of Table 300-2 of Morth specifications i.e., not less than 75% of density as per direction of Engineering in Charge. (Ref. MORTH Specification section -305) Note:(payment will be made for filling quantity only as per level calculation)
Loosening levelling and compacting original ground scarified to a depth of 150mm, mixes with water at OMC and then compacted by rolling as given in table 300-2 i.e., not less than 75% of density as per direction of engineer-in-charge. (Note: This item applicable wherever Item No: 1 & 2 not applicable.)
Preparation and consolidation of sub grade with power raod roller of 8 to 12 tonne capacity including making good the undulations etc., complete as per direction of Engineering-in-charge. ( This item is intended for rolling area after cutting vide Item no: 1)
Excavation for grading work in hard rock(blasting prohibited) with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to lowlaying areas of within Airport premises as per directions of Engineer in Charge.
Loading and unloading of available stone boulders in tippers and transporting lowlaying areas of within Airport premises as per Directions of Engineer in Chage.
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Flush/ Ruled pointing.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar.
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :In cement mortar.
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 nominal size derived from natural sources)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources).
K CONSTRUCTIONS (BID ID -842268)
Y SAHITYA (BID ID -841952)
TSR Nirmaan private limited (BID ID -842150)
N RAMAKRISHNA (BID ID -841809)
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