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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹20.0 L+₹3.1 L (18.2%)Rejected-Finance NEW PROJECT ROAD NANDANAGAR DARGAHIYA KUNRAGHAT GORAKHPUR 273008 | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | 273008 | L2 | Rejected-Finance other than lowest | |
| 3 | L3₹24.2 L+₹7.3 L (43.0%)Rejected-Finance 0 0 BASANT AVENUE PHASE II PUNJAB GURDASPUR PUNJAB 143505 | GURDASPUR | PUNJAB | 143505 | L3 | Rejected-Finance other than lowest | |
| 4 | L4₹24.3 L+₹7.4 L (43.9%)Rejected-Finance 15 EMERSON ROAD DANAPUR CANTT PATNA 801101 | PATNA | PATNA | BIHAR | 801101 | L4 | Rejected-Finance other than lowest |
| Sl No | Description | Qty | Unit | M/S SAROJ KUMAR SINGH L4 | VIJAY ENTERPRISES L3 | SAI ENGINEERING L1 | M/s Ishwarchand Traders L2 |
|---|---|---|---|---|---|---|---|
| 1.00B/R WORKS | |||||||
| 1.01 | Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in SOFT/LOOSE soil complete, all as specified. | 50 | Square Metre | 50 ₹2,500 | 25 ₹1,250 Lowest | 250 ₹12,500 | 300 ₹15,000 |
| 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. | 8 | Each | 420 ₹3,360 | 410 ₹3,280 Lowest | 500 ₹4,000 | 1,000 ₹8,000 |
| 3.00 | 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. | 2.4 | Cubic Metre | 450 ₹1,080 | 435 ₹1,044 | 200 ₹480 Lowest | 1,200 ₹2,880 |
| 4.00 | Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified. | 1.6 | Cubic Metre | 250 ₹400 | 200 ₹320 Lowest | 250 ₹400 | 5,500 ₹8,800 |
| 5.00 | Removal of excavated surplus spoil to a distance n. exc. 50m and depositing where directed at level not exceeding 1.5 m above the starting point complete all as specified. | 6 | Cubic Metre | 250 ₹1,500 | 220 ₹1,320 Lowest | 350 ₹2,100 | 500 ₹3,000 |
| 6.00 | PCC type D-2 (1:4:8), using 40 mm graded stone aggregates as in filling foundation & mass concrete, complete all as specified. | 1.2 | Cubic Metre | 5,000 ₹6,000 Lowest | 6,500 ₹7,800 | 6,000 ₹7,200 | 6,000 ₹7,200 |
| 7.00 | Cement concrete, type B-1 (1:2:4), using 20 mm graded stone aggregates as in cills, steps, seicmic and other similar band, plinth courses, lacing courses , copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angle and throating upto 60cm height all as specified. | 0.6 | Cubic Metre | 7,000 ₹4,200 | 8,900 ₹5,340 | 7,000 ₹4,200 | 5,500 ₹3,300 Lowest |
| 8.00 | Brick work using bricks as specified in PS clause 5.1, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar (1:6), complete all as specified. | 1.4 | Cubic Metre | 7,000 ₹9,800 | 7,500 ₹10,500 | 9,000 ₹12,600 | 5,000 ₹7,000 Lowest |
| 9.00 | Rolled mild steel work in tubular trusses including special shaped washer & gusset plate etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240, complete all as specified. | 600 | Kilogram | 165 ₹99,000 | 155 ₹93,000 | 145 ₹87,000 | 140 ₹84,000 Lowest |
Tender Value
₹22.3 L
EMD Value
₹44,600
Closing Date
10 Mar 2026, 6:00 pmClosed
GARRISON ENGINEER AIR FORCE BIHTA
Military Engineer Services AF Stn Bihta 801103
SPECIAL REPAIR TO BLDG NO T-12 AND P-13, PROVN OF PARKING SHED NEAR BLDG NO P-53 AT AF STN DARBHANGA UNDER GE AF BIHTA
2026_MES_753109_1
GE/AF/BHT-72/2025-26
Open Tender
Electrical and Maintenance Works
Item Rate
180 days
DARBHANGA UNDER GE AF BIHTA
Refer NIT and Tender Documents
8 documents required · 8 mandatory
₹500
GE AF BIHTA
₹44,600
Yes
5 Jun 2026
17 Feb 2026
11 Mar 2026
17 Feb 2026
10 Mar 2026
3 Mar 2026
17 Feb 2026 - 18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1B/R WORKS | |||||
| 1.01 | Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in SOFT/LOOSE soil complete, all as specified. | 50 | Square 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. | 8 | Each | - | - |
| 3 | 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. | 2.4 | Cubic Metre | - | - |
| 4 | Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified. | 1.6 | Cubic Metre | - | - |
| 5 | Removal of excavated surplus spoil to a distance n. exc. 50m and depositing where directed at level not exceeding 1.5 m above the starting point complete all as specified. | 6 | Cubic Metre | - | - |
| 6 | PCC type D-2 (1:4:8), using 40 mm graded stone aggregates as in filling foundation & mass concrete, complete all as specified. | 1.2 | Cubic Metre | - | - |
| 7 | Cement concrete, type B-1 (1:2:4), using 20 mm graded stone aggregates as in cills, steps, seicmic and other similar band, plinth courses, lacing courses , copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angle and throating upto 60cm height all as specified. | 0.6 | Cubic Metre | - | - |
| 8 | Brick work using bricks as specified in PS clause 5.1, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar (1:6), complete all as specified. | 1.4 | Cubic Metre | - | - |
| 9 | Rolled mild steel work in tubular trusses including special shaped washer & gusset plate etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240, complete all as specified. | 600 | Kilogram | - | - |
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