Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 CrAccepted-Finance 11A 2 PRATAP NAGAR WEST MAHOLI ROAD MATHURA UTTAR PRADESH 281001 | MATHURA | MATHURA | UTTAR PRADESH | 281001 | ₹5.2 Cr | L1 | Accepted-Finance L1 Bidder |
| 2 | L2₹6.2 CrRejected-Finance | ₹6.2 Cr | L2 | Rejected-Finance L2 Bidder |
| 3 | L3₹6.2 CrRejected-Finance | ₹6.2 Cr | L3 | Rejected-Finance L3 Bidder |
| 4 | L4₹6.4 CrRejected-Finance 2 1068 MALLIGAI STREET EZHIL NAGAR IYER BUNGALOW MADURAI 625014 | MADURAI | TAMIL NADU | 625014 | ₹6.4 Cr | L4 | Rejected-Finance L4 Bidder |
| 5 | L5₹6.5 CrRejected-Finance | ₹6.5 Cr | L5 | Rejected-Finance L5 Bidder |
| Sl No | Description | Qty | Unit | NSC Projects Pvt. Ltd. L6 | M/s S.V.CONSTRUCTIONS L11 | S G CONSTRUCTIONS L14 | Garg Associates L12 | RAAM Infratech India Pvt Ltd L13 | G. R. Engineers and Contractor L1 | K CONSTRUCTIONS L2 | ARUDHI PROJECTS L8 | M SREENIVASULU REDDY L10 | SREE DATLA CONSTRUCTIONS L5 | K.SREENIVASA REDDY & CO L3 | UR Projects LLP L15 | SRD Constructions L9 | Unique Infra Engineers Private Limited L7 | pr and co L4 | KVR Construction Heights Pvt Ltd L17 | PVGN BUILDERS PRIVATE LIMITED L16 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 15,405 | Cum | 150 ₹23.1 L | 100 ₹15.4 L | 126 ₹19.4 L | 90 ₹13.9 L | 111 ₹17.1 L | 40 ₹6.2 L | 80 ₹12.3 L | 160 ₹24.6 L | 141 ₹21.7 L | 120 ₹18.5 L | 64 ₹9.9 L | 65 ₹10.0 L | 125 ₹19.3 L | 80 ₹12.3 L | 150 ₹23.1 L | 90 ₹13.9 L | 139 ₹21.4 L |
| 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 m and lift upto 1.5 m. | 3,280 | Cum | 80 ₹2.6 L | 100 ₹3.3 L | 72 ₹2.4 L | 50 ₹1.6 L | 69 ₹2.3 L | 30 ₹98,400 | 90 ₹3.0 L | 125 ₹4.1 L | 114 ₹3.7 L | 40 ₹1.3 L | 33 ₹1.1 L | 45 ₹1.5 L | 150 ₹4.9 L | 120 ₹3.9 L | 80 ₹2.6 L | 99 ₹3.2 L | 139 ₹4.6 L |
| 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1,315 | Cum | 5,000 ₹65.8 L | 5,069 ₹66.7 L | 5,850 ₹76.9 L | 5,990 ₹78.8 L | 5,100 ₹67.1 L | 3,800 ₹50.0 L | 4,400 ₹57.9 L | 4,700 ₹61.8 L | 4,578 ₹60.2 L | 4,800 ₹63.1 L | 6,300 ₹82.8 L | 5,600 ₹73.6 L | 4,800 ₹63.1 L | 4,800 ₹63.1 L | 4,200 ₹55.2 L | 5,400 ₹71.0 L | 4,600 ₹60.5 L |
| 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1,630 | Cum | 4,000 ₹65.2 L | 4,400 ₹71.7 L | 4,500 ₹73.3 L | 5,000 ₹81.5 L | 4,900 ₹79.9 L | 3,100 ₹50.5 L | 4,100 ₹66.8 L | 4,000 ₹65.2 L | 3,930 ₹64.1 L | 4,500 ₹73.3 L | 3,700 ₹60.3 L | 5,400 ₹88.0 L | 4,800 ₹78.2 L | 4,800 ₹78.2 L | 3,800 ₹61.9 L | 5,000 ₹81.5 L | 4,200 ₹68.5 L |
| 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. | 26,780 | Sqm | 350 ₹93.7 L | 594 ₹1.6 Cr | 405 ₹1.1 Cr | 225 ₹60.3 L | 430 ₹1.2 Cr | 236 ₹63.2 L | 350 ₹93.7 L | 409 ₹1.1 Cr | 411 ₹1.1 Cr | 400 ₹1.1 Cr | 170 ₹45.5 L | 475 ₹1.3 Cr | 400 ₹1.1 Cr | 360 ₹96.4 L | 370 ₹99.1 L | 450 ₹1.2 Cr | 600 ₹1.6 Cr |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts | 55 | Sqm | 400 ₹22,000 | 594 ₹32,670 | 720 ₹39,600 | 250 ₹13,750 | 430 ₹23,650 | 300 ₹16,500 | 900 ₹49,500 | 600 ₹33,000 | 456 ₹25,080 | 400 ₹22,000 | 350 ₹19,250 | 850 ₹46,750 | 500 ₹27,500 | 360 ₹19,800 | 600 ₹33,000 | 450 ₹24,750 | 600 ₹33,000 |
| 7.00 | 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. | 1,73,980 | Kg | 75 ₹1.3 Cr | 59 ₹1.0 Cr | 72 ₹1.3 Cr | 77 ₹1.3 Cr | 77 ₹1.3 Cr | 69 ₹1.2 Cr | 73 ₹1.3 Cr | 80 ₹1.4 Cr | 78 ₹1.4 Cr | 70 ₹1.2 Cr | 66 ₹1.1 Cr | 71 ₹1.2 Cr | 65 ₹1.1 Cr | 80 ₹1.4 Cr | 90 ₹1.6 Cr | 67 ₹1.2 Cr | 93 ₹1.6 Cr |
| 8.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 and 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 minimum specified 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 | 4,520 | Cum | 5,300 ₹2.4 Cr | 5,229 ₹2.4 Cr | 6,030 ₹2.7 Cr | 6,100 ₹2.8 Cr | 5,200 ₹2.4 Cr | 4,600 ₹2.1 Cr | 5,375 ₹2.4 Cr | 5,200 ₹2.4 Cr | 5,550 ₹2.5 Cr | 5,600 ₹2.5 Cr | 6,500 ₹2.9 Cr | 6,525 ₹2.9 Cr | 5,700 ₹2.6 Cr | 5,500 ₹2.5 Cr | 5,000 ₹2.3 Cr | 7,200 ₹3.3 Cr | 5,500 ₹2.5 Cr |
| 9.00 | Dismantling 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 : Water bound macadam road / WMM Road | 195 | Cum | 600 ₹1.2 L | 90.5 ₹17,647.50 | 360 ₹70,200 | 250 ₹48,750 | 550 ₹1.1 L | 800 ₹1.6 L | 500 ₹97,500 | 600 ₹1.2 L | 123 ₹23,985 | 400 ₹78,000 | 190 ₹37,050 | 400 ₹78,000 | 900 ₹1.8 L | 500 ₹97,500 | 200 ₹39,000 | 200 ₹39,000 | 174 ₹33,930 |
| 10.00 | Dismantling 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 :
Bituminous Road | 50 | Cum | 600 ₹30,000 | 90.5 ₹4,525 | 450 ₹22,500 | 198.12 ₹9,906 | 550 ₹27,500 | 1,000 ₹50,000 | 200 ₹10,000 | 600 ₹30,000 | 240 ₹12,000 | 400 ₹20,000 | 550 ₹27,500 | 700 ₹35,000 | 900 ₹45,000 | 500 ₹25,000 | 200 ₹10,000 | 300 ₹15,000 | 174 ₹8,700 |
Updated dates
Tender Value
₹8.2 Cr
EMD Value
₹24.7 L
Closing Date
12 Dec 2025, 6:00 pmClosed
Asst. Gen. Manager (E-C)
Airports Authority of India, Tirupati Airport, Renigunta - 517520
Provision of RCC Drain along the Perimeter Road at Tirupati Airport
2025_AAI_255542_1
AAI/TPT/Engg (Civil)/RCC Drain/2025-26/
Open Tender
Civil Works - Buildings
450 days
Tirupati Airport
Please refer Tender documents.
17 documents required · 17 mandatory
₹1,770
GM AAI
₹24.7 L
7 Jan 2026
17 Nov 2025
18 Dec 2025
17 Nov 2025
12 Dec 2025
26 Nov 2025
17 Nov 2025 - 25 Nov 2025
Amount
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.
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 upto 1.5 m.
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 20 mm 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 : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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.
Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts
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.
Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 and 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 minimum specified 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
Dismantling 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 : Water bound macadam road / WMM Road
Dismantling 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 : Bituminous Road
Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 450 mm dia RCC pipes.
Providing and fixing 75mm dia PVC pipe of 4 KGF/CM2 for weep holes as per the direction of Engineer-in-charge.
Providing and fixing in position high performance crosslinked, pre-moulded, compressible joint filler board DURAboardHD100 or equivalent for expansion joints as per the direction of Engineer-in-charge.
K CONSTRUCTIONS (BID ID -941348)
K.SREENIVASA REDDY & CO (BID ID -935662)
pr and co (BID ID -934515)
SREE DATLA CONSTRUCTIONS (BID ID -935342)
NSC Projects Pvt. Ltd. (BID ID -936318)
Unique Infra Engineers Private Limited (BID ID -940182)
ARUDHI PROJECTS (BID ID -941788)
SRD Constructions (BID ID -938320)
M SREENIVASULU REDDY (BID ID -940532)
M/s S.V.CONSTRUCTIONS (BID ID -937030)
Garg Associates (BID ID -937664)
RAAM Infratech India Pvt Ltd (BID ID -938932)
S G CONSTRUCTIONS (BID ID -937534)
UR Projects LLP (BID ID -937354)
PVGN BUILDERS PRIVATE LIMITED (BID ID -938863)
KVR Construction Heights Pvt Ltd (BID ID -941552)
stage.html
html • 0.08 MB
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.29 MB
tenderdoc.pdf
Tender Documents • 7.41 MB
BOQ_294473.xls
BOQ • 0.27 MB
Download all tender documents and submit your bid