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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.7 LAccepted-AOC | ₹15.7 L Quoted ₹16.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹18.4 L+₹2.3 L (14.4%)Rejected-Finance VILL MAHADEOPUR PHULARI SRIRAMPUR PO BIHTA BIHAR 801103 | PATNA | BIHAR | 801103 | ₹18.4 L+₹2.3 L (14.4%) | L2 | Rejected-Finance Other than lowest |
| 3 | L3₹18.9 L+₹2.8 L (17.4%)Rejected-Finance | ₹18.9 L+₹2.8 L (17.4%) | L3 | Rejected-Finance Other than lowest |
| 4 | L4₹19.9 L+₹3.8 L (23.8%)Rejected-Finance | ₹19.9 L+₹3.8 L (23.8%) | L4 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | MS JAGDAMBA ENTERPRISES L1 | M/S SAMRAT TRADING AGENCY L4 | AAHAN CONSTRUCTION L2 | G S CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n. exc 1.5 m wide for foundations, laying cables / pipes etc. not exceeding 1.5 m deep and getting out in soft/ loose soil complete, all as specified | 15.92 | Cubic Metre | 290 ₹4,616.8 | 195 ₹3,104.4 Lowest | 200 ₹3,184 | 250 ₹3,980 |
| 2.00 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface in SOFT/LOOSE soil complete, all as specified. | 75 | Each | 150 ₹11,250 | 75 ₹5,625 Lowest | 100 ₹7,500 | 80 ₹6,000 |
| 3.00 | Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete, all as specified. | 4.18 | Cubic Metre | 100 ₹418 | 100 ₹418 | 10 ₹41.8 Lowest | 70 ₹292.6 |
| 4.00 | Removing excavated spoil to a distance exceeding 250m not exceeding 500 metre and depositing where directed complete, all as specified. | 11.74 | Cubic Metre | 100 ₹1,174 | 200 ₹2,348 | 20 ₹234.8 Lowest | 60 ₹704.4 |
| 5.00 | Clean dry sand ( seived sand) in range mixing with saw dust in (1:1) ratio including watering and consolidation complete all as specified. | 2 | Cubic Metre | 2,000 ₹4,000 | 1,500 ₹3,000 | 200 ₹400 Lowest | 2,200 ₹4,400 |
| 6.00 | Seived sand mixing with saw dust in (1:1) ratio including watering and consolidation in 50 Kg jute bags and staking of bag as specified by Engg-In-Charge. | 2 | Cubic Metre | 2,000 ₹4,000 Lowest | 2,000 ₹4,000 Lowest | 2,000 ₹4,000 Lowest | 2,800 ₹5,600 |
| 7.00 | PCC type C-2 (1:3:6), using 40 mm graded stone aggregates as in foundation filling & mass concrete, complete all as specified. | 11.25 | Cubic Metre | 4,800 ₹54,000 Lowest | 5,200 ₹58,500 | 5,100 ₹57,375 | 5,800 ₹65,250 |
| 8.00 | PCC type D-2 (1:4:8), using 40 mm graded stone aggregates as in foundation filling & mass concrete, complete all as specified. | 3.98 | Cubic Metre | 5,000 ₹19,900 | 4,800 ₹19,104 | 3,800 ₹15,124 Lowest | 5,200 ₹20,696 |
| 9.00 | Cement concrete, type B-1 (1:2:4), using 20 mm graded stone aggregates as in lintels over 1.5 metre clear span, cills, steps, seismic and other similar band, plinth courses, lacing courses , copings, kneelers, apex stones, bed plates, water troughs and the like complete all as specified. | 2.5 | Cubic Metre | 5,500 ₹13,750 Lowest | 6,000 ₹15,000 | 6,100 ₹15,250 | 6,100 ₹15,250 |
| 10.00 | Cement concrete, type B-1 (1:2:4), using 20 mm graded stone aggregates as in wall or toe wall, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and post complete all as specified. | 18.71 | Cubic Metre | 6,000 ₹1,12,260 Lowest | 6,300 ₹1,17,873 | 6,100 ₹1,14,131 | 6,100 ₹1,14,131 |
Tender Value
₹23 L
EMD Value
₹46,000
Closing Date
4 Jun 2026, 6:00 pmClosed
GARRISON ENGINEER AIR FORCE BIHTA
Military Engineer Services at AF stn bihta 801103
REPAIR / CLEANING OF SEWAGE LINE, SEPTIC TANK, SOAKAGE WELL AND MAINT OF SMALL ARMS RANGE AND CHAIN LINK FENCING, SECURITY WALL ETC AF STN BIHTA
2026_MES_765532_1
GE/AF/BHT-06/2026-27
Open Tender
Civil Works
Item Rate
270 days
Bihta
Refer NIT and Tender Documents
8 documents required · 8 mandatory
₹500
GE AF BIHTA
₹46,000
Yes
17 Jul 2026
15 May 2026
10 Jun 2026
15 May 2026
4 Jun 2026
29 May 2026
15 May 2026 - 28 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n. exc 1.5 m wide for foundations, laying cables / pipes etc. not exceeding 1.5 m deep and getting out in soft/ loose soil complete, all as specified | 15.92 | Cubic Metre | - | - |
| 2 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface in SOFT/LOOSE soil complete, all as specified. | 75 | Each | - | - |
| 3 | Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete, all as specified. | 4.18 | Cubic Metre | - | - |
| 4 | Removing excavated spoil to a distance exceeding 250m not exceeding 500 metre and depositing where directed complete, all as specified. | 11.74 | Cubic Metre | - | - |
| 5 | Clean dry sand ( seived sand) in range mixing with saw dust in (1:1) ratio including watering and consolidation complete all as specified. | 2 | Cubic Metre | - | - |
| 6 | Seived sand at ange mixing with saw dust in (1:1) ratio including watering and consolidation in 50 Kg jute bags and staking of bag as specified by Engg-In-Charge. | 2 | Cubic Metre | - | - |
| 7 | PCC type C-2 (1:3:6), using 40 mm graded stone aggregates as in foundation filling & mass concrete, complete all as specified. | 11.25 | Cubic Metre | - | - |
| 8 | PCC type D-2 (1:4:8), using 40 mm graded stone aggregates as in foundation filling & mass concrete, complete all as specified. | 3.98 | Cubic Metre | - | - |
| 9 | Cement concrete, type B-1 (1:2:4), using 20 mm graded stone aggregates as in lintels over 1.5 metre clear span, cills, steps, seismic and other similar band, plinth courses, lacing courses , copings, kneelers, apex stones, bed plates, water troughs and the like complete all as specified. | 2.5 | Cubic Metre | - | - |
| 10 | Cement concrete, type B-1 (1:2:4), using 20 mm graded stone aggregates as in wall or toe wall, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and post complete all as specified. | 18.71 | Cubic Metre | - | - |
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