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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 CrAccepted-AOC | ₹9.9 Cr | L1 | Accepted-AOC Bidder being L1 |
| 2 | L2₹11.0 CrRejected-Finance | ₹11.0 Cr | L2 | Rejected-Finance The bidder got the position of L-2, hence rejected in financial evaluation. |
| 3 | L3₹11.0 CrRejected-Finance | ₹11.0 Cr | L3 | Rejected-Finance The bidder got the position of L-3, hence rejected in financial evaluation. |
| 4 | L4₹11.8 CrRejected-Finance FLAT NO 84 7TH FLOOR ECO HEIGHT RESIDENCY APARTMENT MIG DDA FLATS SECTOR 19B DWARKA DISTRICT COURTS COMPLEX DWARKA SOUTH WEST DELHI DELHI 110075 | DELHI | SOUTH WEST DELHI | DELHI | 110075 | ₹11.8 Cr | L4 | Rejected-Finance The bidder got the position of L-4, hence rejected in financial evaluation. |
| 5 | L5₹11.8 CrRejected-Finance | ₹11.8 Cr | L5 | Rejected-Finance The bidder got the position of L-5, hence rejected in financial evaluation. |
| Sl No | Description | Qty | Unit | KAMAL BUILDERS L8 | M/s Raja Infraconstruction Pvt Ltd L2 | GUPTA ENTERPRISES L7 | Shri Balaji Construction L5 | HRD BUILDERS PVT. LTD. L4 | Royal enterprises L1 | National Construction L3 | ATR INFRAPROJECTS PVT LTD L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All kinds of soil. | 16,773 | cum | 175 ₹29,35,275 | 150 ₹25,15,950 | 200 ₹33,54,600 | 183.49 ₹30,77,677.77 | 90 ₹15,09,570 | 70 ₹11,74,110 | 120 ₹20,12,760 | 100 ₹16,77,300 |
| 2.00 | 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) | 134.28 | Cum | 950 ₹1,27,566 | 1,500 ₹2,01,420 | 1,500 ₹2,01,420 | 1,708 ₹2,29,350.24 | 800 ₹1,07,424 | 1,000 ₹1,34,280 | 1,000 ₹1,34,280 | 600 ₹80,568 |
| 3.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leanerr mix (i/c equivalent design mix). | 16 | Cum | 900 ₹14,400 | 1,500 ₹24,000 | 1,000 ₹16,000 | 1,464 ₹23,424 | 800 ₹12,800 | 900 ₹14,400 | 1,000 ₹16,000 | 1,200 ₹19,200 |
| 4.00 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | 151 | Cum | 900 ₹1,35,900 | 200 ₹30,200 | 500 ₹75,500 | 326.5 ₹49,301.5 | 150 ₹22,650 | 100 ₹15,100 | 125 ₹18,875 | 300 ₹45,300 |
| 5.00 | 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, leadup to 50 m and lift upto 1.5 m. | 11,192 | cum | 300 ₹33,57,600 | 100 ₹11,19,200 | 100 ₹11,19,200 | 200 ₹22,38,400 | 110 ₹12,31,120 | 40 ₹4,47,680 | 80 ₹8,95,360 | 100 ₹11,19,200 |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 707 | cum | 5,050 ₹35,70,350 | 4,200 ₹29,69,400 | 5,200 ₹36,76,400 | 4,171.44 ₹29,49,208.08 | 4,500 ₹31,81,500 | 3,450 ₹24,39,150 | 4,400 ₹31,10,800 | 4,000 ₹28,28,000 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete | 5,618 | Sqm | 475 ₹26,68,550 | 240 ₹13,48,320 | 300 ₹16,85,400 | 500 ₹28,09,000 | 275 ₹15,44,950 | 150 ₹8,42,700 | 300 ₹16,85,400 | 375 ₹21,06,750 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers | 7,429 | Sqm | 525 ₹39,00,225 | 387 ₹28,75,023 | 400 ₹29,71,600 | 500 ₹37,14,500 | 300 ₹22,28,700 | 160 ₹11,88,640 | 450 ₹33,43,050 | 475 ₹35,28,775 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts | 10,898 | Sqm | 550 ₹59,93,900 | 503 ₹54,81,694 | 400 ₹43,59,200 | 500 ₹54,49,000 | 400 ₹43,59,200 | 170 ₹18,52,660 | 450 ₹49,04,100 | 550 ₹59,93,900 |
| 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 of grade Fe-500D or more. | 3,24,600 | Kg | 80 ₹2,59,68,000 | 80 ₹2,59,68,000 | 85 ₹2,75,91,000 | 80 ₹2,59,68,000 | 88 ₹2,85,64,800 | 79 ₹2,56,43,400 | 77 ₹2,49,94,200 | 82 ₹2,66,17,200 |
Tender Value
₹14.1 Cr
EMD Value
₹42.4 L
Closing Date
4 Apr 2025, 6:00 pmClosed
AGM (Engg. Civil), Civil Enclave, Bareilly
O/o Airport Director, AGM (Engg. Civil), Civil Enclave, Bareilly
Construction of boundary wall on newly acquired land of 524.70 Acres at Civil Airport, Pantnagar
2025_AAI_229891_1
AAI/BLY/Engg(C)/PNT/New-BW
Open Tender
Civil Works
240 days
Civil Airport, Pantnagar
As per NIT
16 documents required · 16 mandatory
₹3,540
₹42.4 L
2 Jul 2026
13 Mar 2025
9 Apr 2025
14 Mar 2025
4 Apr 2025
28 Mar 2025
14 Mar 2025 - 21 Mar 2025
| 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 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All kinds of soil. | 16,773 | cum | - | - |
| 2 | 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) | 134.28 | Cum | - | - |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leanerr mix (i/c equivalent design mix). | 16 | Cum | - | - |
| 4 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | 151 | Cum | - | - |
| 5 | 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, leadup to 50 m and lift upto 1.5 m. | 11,192 | cum | - | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 707 | cum | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete | 5,618 | Sqm | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers | 7,429 | Sqm | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts | 10,898 | 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 of grade Fe-500D or more. | 3,24,600 | Kg | - | - |
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