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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAccepted-Finance 3RD FLOOR T 19 SUKAN MALL NEAR RAJSTHAN HOSPITAL SHAHIBAUG AHMEDABAD GUJARAT 380004 | AHMADABAD | GUJARAT | 380004 | ₹3.2 Cr | L1 | Accepted-Finance Lowest Bidder |
| 2 | L-2₹3.6 Cr+₹35.4 L (11.0%)Rejected-Finance 0 DHANA TEJA BARARI DHANA TEJA MATHURA MATHURA UTTAR PRADESH 281005 | MATHURA | UTTAR PRADESH | 281005 | ₹3.6 Cr+₹35.4 L (11.0%) | L-2 | Rejected-Finance Quoted amount is higher than lowest bidder. |
| 3 | L3₹3.9 Cr+₹67.6 L (21.0%)Rejected-Finance | ₹3.9 Cr+₹67.6 L (21.0%) | L3 | Rejected-Finance Quoted amount is higher than lowest bidder. |
| 4 | L-4₹4.2 Cr+₹1.0 Cr (31.8%)Rejected-Finance 1704 SECTOR 21 PANCHKULA | ₹4.2 Cr+₹1.0 Cr (31.8%) | L-4 | Rejected-Finance Quoted amount is higher than lowest bidder. |
| 5 | L5₹4.5 Cr+₹1.2 Cr (38.8%)Rejected-Finance | ₹4.5 Cr+₹1.2 Cr (38.8%) | L5 | Rejected-Finance Quoted amount is higher than lowest bidder. |
| Sl No | Description | Qty | Unit | M/S VALLABH CORPORATION L1 | S.K. CONSTRUCTION L2 | Nabalok Das L6 | Akshay Infra Projects L5 | RAWALI CONSTRUCTION PRIVATE LIMITED L3 | N H Constructions Pvt Ltd L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
All kinds of soil | 370 | Cum | 144 ₹53,280 | 125 ₹46,250 Lowest | 150 ₹55,500 | 155 ₹57,350 | 222 ₹82,140 | 200 ₹74,000 |
| 2.00 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 8,090 | Sqm | 63 ₹5,09,670 | 6 ₹48,540 Lowest | 15 ₹1,21,350 | 85 ₹6,87,650 | 15 ₹1,21,350 | 10 ₹80,900 |
| 3.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from
natural sources : 3 graded stone aggregate 20 mm nominal
size derived from natural sources) | 30 | Cum | 6,660 ₹1,99,800 | 6,450 ₹1,93,500 | 6,700 ₹2,01,000 | 7,110 ₹2,13,300 | 8,790 ₹2,63,700 | 4,600 ₹1,38,000 Lowest |
| 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 :
1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 1,210 | Cum | 5,130 ₹62,07,300 | 4,965 ₹60,07,650 Lowest | 6,600 ₹79,86,000 | 6,845 ₹82,82,450 | 6,990 ₹84,57,900 | 5,000 ₹60,50,000 |
| 5.00 | 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) | 70 | Cum | 4,491 ₹3,14,370 | 4,460 ₹3,12,200 | 6,500 ₹4,55,000 | 6,350 ₹4,44,500 | 6,840 ₹4,78,800 | 4,400 ₹3,08,000 Lowest |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases for columns | 400 | Sqm | 333 ₹1,33,200 | 165 ₹66,000 Lowest | 400 ₹1,60,000 | 475 ₹1,90,000 | 560 ₹2,24,000 | 350 ₹1,40,000 |
| 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. | 4,200 | Kg | 72 ₹3,02,400 Lowest | 81 ₹3,40,200 | 72 ₹3,02,400 Lowest | 87 ₹3,65,400 | 80.5 ₹3,38,100 | 75 ₹3,15,000 |
| 8.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 250 | Cum | 5,400 ₹13,50,000 | 5,265 ₹13,16,250 Lowest | 5,900 ₹14,75,000 | 7,405 ₹18,51,250 | 8,950 ₹22,37,500 | 7,000 ₹17,50,000 |
| 9.00 | 12 mm cement plaster of mix :
1:6 (1 cement: 6 coarse sand) | 370 | Sqm | 279 ₹1,03,230 | 220 ₹81,400 Lowest | 290 ₹1,07,300 | 405 ₹1,49,850 | 460 ₹1,70,200 | 250 ₹92,500 |
| 10.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 50 | Cum | 900 ₹45,000 | 2,220 ₹1,11,000 | 500 ₹25,000 Lowest | 2,010 ₹1,00,500 | 2,345 ₹1,17,250 | 1,500 ₹75,000 |
Tender Value
₹4.9 Cr
EMD Value
₹14.7 L
Closing Date
27 Jul 2026, 6:00 pmClosed
AGM (E-C)
JOLLYGRANT AIRPORT DEHRADUN
Construction of Paver Block Platform for GP, PAPI and Levelling of RESA at Dehradun Airport
2026_AAI_283488_1
AAI/DDN/ENGG(C)/ Paver Block/2026
Open Tender
Civil Works
Item Rate
180 days
Dehradun Airport
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹14.7 L
12 Aug 2026
10 Jul 2026
29 Jul 2026
11 Jul 2026
27 Jul 2026
11 Jul 2026
11 Jul 2026 - 15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
All kinds of soil | 370 | Cum | 1.25 | ₹462.5 |
| 2 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 8,090 | Sqm | 1.25 | ₹10,112.5 |
| 3 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from
natural sources : 3 graded stone aggregate 20 mm nominal
size derived from natural sources) | 30 | 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 :
1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 1,210 | Cum | 100 | ₹1,21,000 |
| 5 | 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) | 70 | Cum | 1.25 | ₹87.5 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases for columns | 400 | Sqm | 1.25 | ₹500 |
| 7 | 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. | 4,200 | Kg | - | - |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 250 | Cum | 1.25 | ₹312.5 |
| 9 | 12 mm cement plaster of mix :
1:6 (1 cement: 6 coarse sand) | 370 | Sqm | 1.25 | ₹462.5 |
| 10 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 50 | Cum | - | - |
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