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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.9 LAdmitted-Finance | ₹19.9 L | L1 | Admitted-Finance |
| 2 | L2₹20.0 LAdmitted-Finance | ₹20.0 L | L2 | Admitted-Finance |
| 3 | L3₹20.2 LAdmitted-Finance ROOM NO 281 GANESH MARUTI NAGAR CAPTAIN PRAKASH PETHE MARG BACKBAY BUS DEPOT CUFFE PARADE MUMBAI 400005 | MUMBAI | MUMBAI | MAHARASHTRA | 400005 | ₹20.2 L | L3 | Admitted-Finance |
| 4 | L4₹21.9 LAdmitted-Finance 01 CHAWADI BAZAR ROAD INFRONT OF CHAWADI BAZAR POWER HOUSE BHAU KA BAZAR GWALIOR GWALIOR MADHYA PRADESH 474001 UDYAM MP 20 0071047 | GWALIOR | MADHYA PRADESH | 474001 | ₹21.9 L | L4 | Admitted-Finance |
| 5 | L5₹22.4 LAdmitted-Finance VILL MAHADEOPUR PHULARI SRIRAMPUR PO BIHTA BIHAR 801103 | PATNA | BIHAR | 801103 | ₹22.4 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | BRIJESH ENTERPRISES L2 | M/S SAMRAT TRADING AGENCY L1 | MS JAGDAMBA ENTERPRISES L6 | VISHNUDEO CONSTRUCTION L7 | VIJAY ENTERPRISES L4 | AAHAN CONSTRUCTION L5 | ARTI ENTERPRISES L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 249 | Square Metre | 50 ₹12,450 | 21 ₹5,229 | 72 ₹17,928 | 35 ₹8,715 | 10 ₹2,490 | 60 ₹14,940 | 30 ₹7,470 |
| 2.00 | Excavation in trenches n. exc 1.5 m wide for foundations not exceeding 1.5 m deep and getting out in SOFT/LOOSE soil complete, all as specified. | 11.23 | Cubic Metre | 150 ₹1,684.50 | 150 ₹1,684.50 | 300 ₹3,369 | 450 ₹5,053.50 | 100 ₹1,123 | 110 ₹1,235.30 | 250 ₹2,807.50 |
| 3.00 | 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. | 36 | Each | 100 ₹3,600 | 35 ₹1,260 | 250 ₹9,000 | 100 ₹3,600 | 200 ₹7,200 | 215 ₹7,740 | 100 ₹3,600 |
| 4.00 | Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete, all as specified. | 4.4 | Cubic Metre | 50 ₹220 | 100 ₹440 | 200 ₹880 | 5 ₹22 | 100 ₹440 | 20 ₹88 | 45 ₹198 |
| 5.00 | Removal of excavated surplus soil 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. | 44.18 | Cubic Metre | 100 ₹4,418 | 125 ₹5,522.50 | 100 ₹4,418 | 150 ₹6,627 | 100 ₹4,418 | 20 ₹883.60 | 65 ₹2,871.70 |
| 6.00 | Reinforced cement concrete, type B-1,(1:2:4), (nominal mix) using 20 mm graded stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in kitchen shelves and the like complete all as specified. | 0.43 | Cubic Metre | 6,000 ₹2,580 | 7,500 ₹3,225 | 8,000 ₹3,440 | 7,500 ₹3,225 | 9,999 ₹4,299.57 | 6,000 ₹2,580 | 6,950 ₹2,988.50 |
| 7.00 | Reinforced cement concrete, type B-1,(1:2:4), (nominal mix) using 20 mm graded stone aggregates as in as in lintels up to 1.5 metre clear span, bed blocks, copings and the like including weathering, slightly rounded or chamfered angles & throating including provision of necessary formwork, complete all as specified. | 1.85 | Cubic Metre | 6,000 ₹11,100 | 7,000 ₹12,950 | 8,000 ₹14,800 | 7,500 ₹13,875 | 10,500 ₹19,425 | 6,000 ₹11,100 | 7,500 ₹13,875 |
| 8.00 | PCC type C-2 (1:3:6), using (40 mm graded stone aggregates) as in foundation, complete all as specified. | 3.6 | Cubic Metre | 2,800 ₹10,080 | 6,500 ₹23,400 | 6,000 ₹21,600 | 6,500 ₹23,400 | 4,500 ₹16,200 | 5,000 ₹18,000 | 4,250 ₹15,300 |
| 9.00 | PCC type D-2 (1:4:8), using (40 mm graded stone aggregates) as in foundation, complete all as specified. | 0.91 | Cubic Metre | 2,500 ₹2,275 | 6,000 ₹5,460 | 6,000 ₹5,460 | 6,000 ₹5,460 | 4,500 ₹4,095 | 4,000 ₹3,640 | 4,200 ₹3,822 |
Updated dates
Tender Value
₹24.4 L
EMD Value
₹48,780
Closing Date
24 Apr 2026, 6:00 pmClosed
GARRISON ENGINEER AIR FORCE BIHTA
Military Engineer Services AF Stn Bihta 801103
CERTAIN MINOR AND REVENUE WORK AT CERTAIN LOCATION AT AF STN BIHTA
2026_MES_758340_1
GE/AF/BHT-74/2025-26
Open Tender
Civil Works
180 days
Bihta
Refer NIT and Tender Documents
8 documents required · 8 mandatory
₹500
GE AF BIHTA
₹48,780
Yes
18 May 2026
28 Mar 2026
25 Apr 2026
28 Mar 2026
24 Apr 2026
11 Apr 2026
28 Mar 2026 - 10 Apr 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. | - | Square Metre | - | - |
| 2Excavation in trenches n. exc 1.5 m wide for foundations not exceeding 1.5 m deep and getting out in SOFT/LOOSE soil complete, all as specified. | |||||
| 3Excavating 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. | |||||
| 4Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete, all as specified. | |||||
| 5Removal 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. | |||||
| 6Reinforced cement concrete, type B-1,(1:2:4), (nominal mix) using 20 mm graded stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in kitchen shelves and the like complete all as specified. | |||||
| 7Reinforced cement concrete, type B-1,(1:2:4), (nominal mix) using 20 mm graded stone aggregates as in as in lintels up to 1.5 metre clear span, bed blocks, copings and the like including weathering, slightly rounded or chamfered angles & throating including provision of necessary formwork, complete all as specified. | |||||
| 8PCC type C-2 (1:3:6), using (40 mm graded stone aggregates) as in foundation, complete all as specified. | |||||
| 9PCC type D-2 (1:4:8), using (40 mm graded stone aggregates) as in foundation, complete all as specified. | |||||
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