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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹5.9 L+₹64,033.50 (12.1%)Admitted-Finance H 45 MAHESH NAGAR AMBALA CANTT 133001 HARYANA | AMBALA | HARYANA | 133001 | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MAYANK ENTERPRISES L1 | dhingra builders L2 |
|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30cm deep and averaging 15 cm deep, getting out in soft/loose soil, complete all as specified and as directed by the Engineer–in–Charge. | 43 | Sqm | 20 ₹860 Lowest | 30 ₹1,290 |
| 2.00 | Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation etc or for shafts, wells, manholes etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ loose soil, complete all as specified and as directed by the Engineer-in-Charge. | 7 | Cum | 150 ₹1,050 | 100 ₹700 Lowest |
| 3.00 | Material and labour for providing PCC (1:4:8) Type D2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete, complete all as specified and as directed by the Engineer-in-Charge. | 2 | Cum | 800 ₹1,600 Lowest | 1,500 ₹3,000 |
| 4.00 | Material and Labour brick work with sub class 'B' old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6, complete all as specified and as directed by the Engineer-in-Charge. | 20 | Cum | 2,800 ₹56,000 Lowest | 3,500 ₹70,000 |
| 5.00 | Material and Labour brick work with sub class 'B' old size bricks straight or curved on plan to any radius in half brick thick wall built in cement mortar 1:4, complete all as specified and as directed. | 4 | Sqm | 450 ₹1,800 | 50 ₹200 Lowest |
| 6.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick, complete all as specified and as directed by the Engineer-in-Charge. | 2 | Cum | 50 ₹100 Lowest | 100 ₹200 |
| 7.00 | Removing surplus excavated material to a distance not exceeding 50m and depositing where directed, complete all as specified and as directed by the Engineer-in-Charge. | 9.9 | Cum | 50 ₹495 Lowest | 100 ₹990 |
| 8.00 | Material and labour reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed by the Engineer-in-Charge. | 2 | Cum | 4,000 ₹8,000 Lowest | 5,500 ₹11,000 |
| 9.00 | Material and labour reinforced cement concrete M-25 (Design Mix) using 20mm graded crushed stone aggregate as in pillars, posts,struts, piers, columns and stanchions, complete all as specified and as directed by the Engineer-in-Charge. | 1.5 | Cum | 4,000 ₹6,000 Lowest | 5,500 ₹8,250 |
| 10.00 | Material and labour 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 flat rough finished surfaces of concrete, complete all as specified and as directed by the Engineer-in-Charge. | 2 | Sqm | 150 ₹300 Lowest | 300 ₹600 |
Tender Value
₹4.8 L
EMD Value
₹9,680
Closing Date
15 May 2026, 6:00 pmClosed
GE (N) AMBALA CANTT
GE (N) AMBALA CANTT
CA NO GE(N)AMB-10/2026-27 PROVN OF 01 X TOILET FOR DIVYANG PERS IN THE AREA OF OFFICE COMPLEX BLDG NO P-154 OF GE (N) AMBALA CANTT
2026_MES_761923_1
GE(N)/AMB-10/2026-27
Open Tender
Civil Works
Item Rate
180 days
GE (N) AMBALA CANTT
As per NIT
9 documents required · 9 mandatory
₹300
GE (N) AMBALA CANTT
₹9,680
Yes
12 Aug 2026
24 Apr 2026
18 May 2026
24 Apr 2026
15 May 2026
8 May 2026
25 Apr 2026 - 8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Surface excavation not exceeding 30cm deep and averaging 15 cm deep, getting out in soft/loose soil, complete all as specified and as directed by the Engineer–in–Charge. | 43 | Sqm | - | - |
| - | Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation etc or for shafts, wells, manholes etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ loose soil, complete all as specified and as directed by the Engineer-in-Charge. | 7 | Cum | - | - |
| - | Material and labour for providing PCC (1:4:8) Type D2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete, complete all as specified and as directed by the Engineer-in-Charge. | 2 | Cum | - | - |
| - | Material and Labour brick work with sub class 'B' old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6, complete all as specified and as directed by the Engineer-in-Charge. | 20 | Cum | - | - |
| - | Material and Labour brick work with sub class 'B' old size bricks straight or curved on plan to any radius in half brick thick wall built in cement mortar 1:4, complete all as specified and as directed. | 4 | Sqm | - | - |
| - | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick, complete all as specified and as directed by the Engineer-in-Charge. | 2 | Cum | - | - |
| - | Removing surplus excavated material to a distance not exceeding 50m and depositing where directed, complete all as specified and as directed by the Engineer-in-Charge. | 9.9 | Cum | - | - |
| - | Material and labour reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed by the Engineer-in-Charge. | 2 | Cum | - | - |
| - | Material and labour reinforced cement concrete M-25 (Design Mix) using 20mm graded crushed stone aggregate as in pillars, posts,struts, piers, columns and stanchions, complete all as specified and as directed by the Engineer-in-Charge. | 1.5 | Cum | - | - |
| - | Material and labour 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 flat rough finished surfaces of concrete, complete all as specified and as directed by the Engineer-in-Charge. | 2 | Sqm | - | - |
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