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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC AZARA BHARALIPARA NEAR AZARA PUBLIC HALL GUWAHATI 781017 ASSAM | KAMRUP METRO | ASSAM | 781017 | L1 | Accepted-AOC Lowest bid | |
| 2 | L2₹8.2 L+₹27,136.40 (3.40%)Rejected-Finance | L2 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | Ms N D Enterpise L1 | M/s B.M. Enterprise L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) upto 1.5m deep including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge | 70 | Cum | 300 ₹21,000 | 100 ₹7,000 Lowest |
| 2.00 | M & L for Rolling and consolidating formation surfaces in cutting in layers not more than 200mm including watering as necessary and consolidating to required level, gradient or camber filling the hollows and depressions with approved earth complete all as specified and as directed.
Note: Rolling and consolidation of formation surface to the required gradient and camber under optimum moisture conditions to achieve atleast 95% ofmaximum dry density determined using modified proctor density determination method as per relevant IS code. | 4.86 | 10 Sqm | 10,000 ₹48,600 | 2,000 ₹9,720 Lowest |
| 3.00 | Returning filling in excavated approved earth into trenches around pipe etc after laying of pipes and testing complete including watering and well ramming in 25mm layer | 17.55 | Cum | 55 ₹965.25 Lowest | 100 ₹1,755 |
| 4.00 | Removing soil to a distance not exc 50m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified.
Note : Surplus earth obtained from Serial item No. 1.00 shall not be measured under this item. | 52.45 | Cum | 85 ₹4,458.25 Lowest | 100 ₹5,245 |
| 5.00 | M&L PCC 1: 4:8 type D2 (using 40mm graded stone agg) as in foundation filling and mass concrete all as specified and directed. | 5 | Cum | 7,000 ₹35,000 | 4,000 ₹20,000 Lowest |
| 6.00 | M&L RCC M30 grade (Design mix) (with 20 mm graded stone aggregate) as in foundation, footing & plinth beam etc complete all as specified and directed. | 17 | Cum | 8,000 ₹1,36,000 Lowest | 8,000 ₹1,36,000 Lowest |
| 7.00 | M & L RCC M30 grade (Design mix) (with 20 mm graded stone aggregate) as in wall retaining walls,basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. | 7 | Cum | 8,000 ₹56,000 Lowest | 8,000 ₹56,000 Lowest |
| 8.00 | M&L RCC M30 grade (Design mix) using 20mm graded stone aggregate as in top slab complete all as specified and directed. | 2.5 | Cum | 8,000 ₹20,000 Lowest | 8,000 ₹20,000 Lowest |
| 9.00 | M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished surface all as specified & directed by Engineer in Charge. | 18 | Sqm | 200 ₹3,600 Lowest | 450 ₹8,100 |
| 10.00 | M&L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and as directed. | 40 | Sqm | 200 ₹8,000 Lowest | 500 ₹20,000 |
Tender Value
Refer Docs
EMD Value
₹20,300
Closing Date
4 Jun 2026, 6:00 pmClosed
GE (AF) BORJHAR
Garrison Engineer (AF) Borjhar, Military Engineer Services, Guwahati Airport- PO, Borjhar Airport, Guwahati-15, Assam, Pin- 781015, Tele 0361 - 2840127
Provn of FOD trap and various type of electrical sockets at 19 Wing, AF under GE (AF) Borjhar.
2026_MES_765271_1
8570/BOR/E8
Open Tender
Civil Works
Item Rate
180 days
GE (AF) BORJHAR
MES Contractor enlisted as Class E category a(i) and having deposited Standing Security of Rs 1,00,000.00 with dept. Contractors not enlisted in MES should meet the MES enlistment criteria corresponding to appropriate class and category.
7 documents required · 7 mandatory
₹500
GE (AF) Borjhar
₹20,300
Yes
3 Oct 2026
14 May 2026
6 Jun 2026
14 May 2026
4 Jun 2026
28 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) upto 1.5m deep including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge | 70 | Cum | - | - |
| 2 | M & L for Rolling and consolidating formation surfaces in cutting in layers not more than 200mm including watering as necessary and consolidating to required level, gradient or camber filling the hollows and depressions with approved earth complete all as specified and as directed.
Note: Rolling and consolidation of formation surface to the required gradient and camber under optimum moisture conditions to achieve atleast 95% ofmaximum dry density determined using modified proctor density determination method as per relevant IS code. | 4.86 | 10 Sqm | - | - |
| 3 | Returning filling in excavated approved earth into trenches around pipe etc after laying of pipes and testing complete including watering and well ramming in 25mm layer | 17.55 | Cum | - | - |
| 4 | Removing soil to a distance not exc 50m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified.
Note : Surplus earth obtained from Serial item No. 1.00 shall not be measured under this item. | 52.45 | Cum | - | - |
| 5 | M&L PCC 1: 4:8 type D2 (using 40mm graded stone agg) as in foundation filling and mass concrete all as specified and directed. | 5 | Cum | - | - |
| 6 | M&L RCC M30 grade (Design mix) (with 20 mm graded stone aggregate) as in foundation, footing & plinth beam etc complete all as specified and directed. | 17 | Cum | - | - |
| 7 | M & L RCC M30 grade (Design mix) (with 20 mm graded stone aggregate) as in wall retaining walls,basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. | 7 | Cum | - | - |
| 8 | M&L RCC M30 grade (Design mix) using 20mm graded stone aggregate as in top slab complete all as specified and directed. | 2.5 | Cum | - | - |
| 9 | M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished surface all as specified & directed by Engineer in Charge. | 18 | Sqm | - | - |
| 10 | M&L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and as directed. | 40 | Sqm | - | - |
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