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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.2 LAccepted-AOC A 31 RAJENDRA NAGAR BAREILLY UP 243122 | BAREILLY | BAREILLY | UP | 243122 | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹27.4 L+₹6.2 L (29.5%)Rejected-Finance HOUSE NO 04 NEW SARASWATI VIHAR NEAR PAWAN VIHAR PHASE 6 OVER HEAD TANK BAREILLY 243006 UP | BAREILLY | BAREILLY | UP | 243006 | L2 | Rejected-Finance BEING L2 |
| Sl No | Description | Qty | Unit | S S CONSTRUCTION CO L2 | M/s J P Bhatia L1 |
|---|---|---|---|---|---|
| 1.00 | Excavating over areas by mechanical means (Hydraulic excavator) not exc1.5 mtr deep and getting out in soft/ loose soil all as specified. | 295 | Cum | 325 ₹95,875 | 100 ₹29,500 Lowest |
| 2.00 | Excavating over areas by mechanical means (Hydraulic excavator) exc1.5 mtr and not exc 3.00 mtr deep and getting out in soft/ loose soil all as specified. | 180 | Cum | 450 ₹81,000 | 120 ₹21,600 Lowest |
| 3.00 | Excavating over areas by mechanical means (Hydraulic excavator) exc 3.00 mtr and not exc 4.50 mtr deep and getting out in soft/ loose soil all as specified. | 32 | Cum | 600 ₹19,200 | 150 ₹4,800 Lowest |
| 4.00 | Removing excavated material (soil) to a distance exc 500 mtr and not exc 1.50 KM and depositing where directed at a level not exceeding 1.50 mtr above the stating point as directed by Engineer-in-Charge. | 310 | Cum | 600 ₹1,86,000 | 100 ₹31,000 Lowest |
| 5.00 | Removing excavated material ( soil) to a distance exc 1.5 KM and not exc 5.00 KM and depositing where directed at a level not exceeding 1.50 mtr above the stating point as directed by Engineer-in-Charge. | 197 | Cum | 750 ₹1,47,750 | 120 ₹23,640 Lowest |
| 6.00 | M&L for filling craters with broken stone boulders or quarried stone (boulders of size 100 mm mixed with 63 mm size broken graded stone aggregate), interstices filled, surface formed, rolled with power roller and consolidated to required gradient and chamber all as specified and as directed. | 267 | Cum | 4,000 ₹10,68,000 | 3,000 ₹8,01,000 Lowest |
| 7.00 | M&L for 200 mm thick (compacted thickness) wet mixed macadam (WMM) broken stone course aggregae of grading 2 (40 mm to 63 mm) or size of grading 3 (20 mm to 50 mm size) spread, rolled and consolidated to required chamber level super elevation as required with power roller all as specified and as directed. | 37 | Cum | 8,000 ₹2,96,000 | 4,000 ₹1,48,000 Lowest |
| 8.00 | M&L for preparing unsurfaced wet mixed macadam (WMM) by brushing with wire brushes by removing cake, mud etc sweeping with brooms and finally cleaning the surface with compressed air for removal all loose dust dirt etc and applying evenly a tack coat of cationic bituminous emulsion grade conforming to IS-8887 @ 1 Kg per Sqm by mechanical sprayer complete all as specified. | 185 | Sqm | 150 ₹27,750 | 55 ₹10,175 Lowest |
| 9.00 | M&L for providing 150 mm thick (consolidated thickness) hot mix dense asphaltic concrete (DAC Grading-1) in three layers of 50 mm thick each layer using VG-30 Bitumen and quantity as derived from job mixed formula subject to minimum 5.5% binder by weight of total mix, laid rolled complete all as specified.
Note:- Mixing shall be done in Hot Mix Plant as approved by GE and laying shall be carried out with mechanical paver. No extra payment shall be made for any plus side deviation in quantity of bitumen if the same required beyond 5.5% as per Job mix formula and the cost of additional bitumen shall also deemed to be included in unit rate of this item. | 91 | Cum | 9,000 ₹8,19,000 Lowest | 11,500 ₹10,46,500 |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
25 Feb 2026, 6:00 pmClosed
GE (AF) Bareilly
GE (AF) Bareilly-243002 (UP)
REPAIRS TO REHABILITATION OF RUNWAY SCHEME (RRS) THROUGH DENSE ASPHALTIC CONCRETE AT AF STN BAREILLY UNDER GE(AF) BAREILLY
2026_MES_751258_1
GE(AF)/BLY/T-62 OF 2025-2026
Open Tender
Civil Works
Item Rate
180 days
Bareilly
Class-E Category a(v)
8 documents required · 8 mandatory
₹500
GE (AF) Bareilly
₹40,000
Yes
6 Apr 2026
4 Feb 2026
27 Feb 2026
4 Feb 2026
25 Feb 2026
19 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas by mechanical means (Hydraulic excavator) not exc1.5 mtr deep and getting out in soft/ loose soil all as specified. | 295 | Cum | - | - |
| 2 | Excavating over areas by mechanical means (Hydraulic excavator) exc1.5 mtr and not exc 3.00 mtr deep and getting out in soft/ loose soil all as specified. | 180 | Cum | - | - |
| 3 | Excavating over areas by mechanical means (Hydraulic excavator) exc 3.00 mtr and not exc 4.50 mtr deep and getting out in soft/ loose soil all as specified. | 32 | Cum | - | - |
| 4 | Removing excavated material ( soil) to a distance not exc 500 mtr and not exc 1.50 KM and depositing where directed at a level not exceeding 1.50 mtr above the stating point as directed by Engineer-in-Charge. | 310 | Cum | - | - |
| 5 | Removing excavated material ( soil) to a distance not exc 1.5 KM and not exc 5.00 KM and depositing where directed at a level not exceeding 1.50 mtr above the stating point as directed by Engineer-in-Charge. | 197 | Cum | - | - |
| 6 | M&L for filling craters with broken stone boulders or quarried stone (boulders of size 100 mm mixed with 63 mm size broken graded stone aggregate), interstices filled, surface formed, rolled with power roller and consolidated to required gradient and chamber all as specified and as directed. | 267 | Cum | - | - |
| 7 | M&L for 200 mm thick (compacted thickness) wet mixed macadam (WMM) broken stone course aggregae of grading 2 (40 mm to 63 mm) or size of grading 3 (20 mm to 50 mm size) spread, rolled and consolidated to required chamber level super elevation as required with power roller all as specified and as directed. | 37 | Cum | - | - |
| 8 | M&L for preparing unsurfaced wet mixed macadam (WMM) by brushing with wire brushes by removing cake, mud etc sweeping with brooms and finally cleaning the surface with compressed air for removal all loose dust dirt etc and applying evenly a tack coat of cationic bituminous emulsion grade conforming to IS-8887 @ 1 Kg per Sqm by mechanical sprayer complete all as specified. | 185 | Sqm | - | - |
| 9 | M&L for providing 150 mm thick (consolidated thickness) hot mix dense asphaltic concrete (DAC Grading-1) in three layers of 50 mm thick each layer using VG-30 Bitumen and quantity as derived from job mixed formula subject to minimum 5.5% binder by weight of total mix, laid rolled complete all as specified.
Note:- Mixing shall be done in Hot Mix Plant as approved by GE and laying shall be carried out with mechanical paver. No extra payment shall be made for any plus side deviation in quantity of bitumen if the same required beyond 5.5% as per Job mix formula and the cost of additional bitumen shall also deemed to be included in unit rate of this item. | 91 | Cum | - | - |
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