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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.3 LAccepted-Finance | ₹46.3 L | L1 | Accepted-Finance Bid ok. |
| 2 | L2₹47.6 L+₹1.3 L (2.91%)Accepted-Finance | ₹47.6 L+₹1.3 L (2.91%) | L2 | Accepted-Finance Bid ok. |
| 3 | L3₹48.8 L+₹2.5 L (5.37%)Accepted-Finance | ₹48.8 L+₹2.5 L (5.37%) | L3 | Accepted-Finance Bid ok. |
| 4 | L4₹50.1 L+₹3.8 L (8.29%)Accepted-Finance | ₹50.1 L+₹3.8 L (8.29%) | L4 | Accepted-Finance Bid ok. |
| 5 | L5₹51.1 L+₹4.8 L (10.5%)Accepted-Finance | ₹51.1 L+₹4.8 L (10.5%) | L5 | Accepted-Finance Bid ok. |
| Sl No | Description | Qty | Unit | M/s. Om Jagdish Builders L1 | Hi Tech Builder L4 | M/s Shivani Constructions L5 | R N COMPANY L2 | R.D Builders L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out (in Soft loose soil). | 450 | Per Cum | 183 ₹82,350 | 240 ₹1,08,000 | 215 ₹96,750 | 205 ₹92,250 | 172 ₹77,400 Lowest |
| 2.00 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out (in Mud). | 250 | Per Cum | 425 ₹1,06,250 | 495 ₹1,23,750 | 435 ₹1,08,750 | 388 ₹97,000 Lowest | 430 ₹1,07,500 |
| 3.00 | M/L providing plain cement concrete M 10 (1:5:10) for bedding using 40 mm size and down,Graded aggregate mechanically mixed, For intercept drain pit and in Foundation, compacted by vibration including centering and shuttering works, curing etc., complete as per drawings and Technical Specification and as per the direction of Engineer. | 60 | Per Cum | 3,296 ₹1,97,760 | 3,408 ₹2,04,480 | 3,495 ₹2,09,700 | 3,270 ₹1,96,200 Lowest | 3,299 ₹1,97,940 |
| 4.00 | M/L providing and Construction of Reinforced Cement Concrete work of M-20 grade for Base slab, footing with 20mm size IRC grade machine crushed chips and excluding cost of reinforcement and including centering and shuttering works & cost of mixing, laying , curing etc., complete as per Technical Specification and as per direction of Engineer. Note : The Contractor has to carryout dewatering time to time during execution of concerting work and upto 48 house after execution of concerting works and no extra payment for dewatering or manpower will be paid by Cantonment Board. Only ordinary Portland cement will be used for all concreting works. | 50 | Per Cum | 6,190 ₹3,09,500 | 5,997 ₹2,99,850 | 6,540 ₹3,27,000 | 6,405 ₹3,20,250 | 5,910 ₹2,95,500 Lowest |
| 5.00 | M/L providing and Construction of Reinforced Cement Concrete work of 1:2:4 for Walls with 20mm-12.5mm size IRC grade machine crushed chips and excluding cost of reinforcement and cost of mixing, laying , curing etc., complete as per Technical Specification and as per direction of Engineer. Note : The Contractor has to carryout dewatering time to time during execution of concerting work and upto 48 hours after execution of concerting works and no extra payment for dewatering or manpower will be paid by Cantonment Board. Only ordinary Portland cement will be used for all concreting works. | 160 | Per Cum | 7,180 ₹11,48,800 Lowest | 7,780 ₹12,44,800 | 7,510 ₹12,01,600 | 7,240 ₹11,58,400 | 7,395 ₹11,83,200 |
| 6.00 | S/f mild steel bars 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips. | 10,000 | Per kg | 90.3 ₹9,03,000 | 93 ₹9,30,000 | 89.99 ₹8,99,900 Lowest | 92.11 ₹9,21,100 | 92 ₹9,20,000 |
| 7.00 | Use & waste of formwork to faces of walls, retaining walls, etc vertical and columns similar work not exceeding 200 mm thick (Horizontal or sloping) fair finished surfaces all as sp. in MES SSR 2020. to batter fair finished surfaces all as sp. in MES SSR 2020. | 1,300 | Per Sm | 282 ₹3,66,600 Lowest | 399 ₹5,18,700 | 495 ₹6,43,500 | 327 ₹4,25,100 | 410 ₹5,33,000 |
| 8.00 | Forming mortice holes, n exc. 50 cm for balusters, newels, rag-bolts, etc. and grouting with cement mortar 1:2 after balusters, etc. are fixed. | 20 | Each | 90 ₹1,800 Lowest | 199 ₹3,980 | 135 ₹2,700 | 120 ₹2,400 | 120 ₹2,400 |
| 9.00 | M/L rendering 12mm thick plaster on fair faces of brick work or concrete surfaces in 1:4 cement plaster all as sp. in MES SSR 2020. | 200 | Per Sm | 231.2 ₹46,240 Lowest | 248 ₹49,600 | 239 ₹47,800 | 244.81 ₹48,962 | 265 ₹53,000 |
| 10.00 | Providing precast perforated drain covers suitable for medium vehicle load of size width 685 mm length 450 mm and thickness 75 mm and steel reinforcement of 8mm dia at 100 mm c/c spacing. The cover shall have minimum nine (9) round holes. The item shall include the cost of all material, transportation and fixing at site.(M-40) | 20 | Each | 1,970 ₹39,400 Lowest | 2,050 ₹41,000 | 1,990 ₹39,800 | 2,088.88 ₹41,777.6 | 2,210 ₹44,200 |
Tender Value
₹48.9 L
EMD Value
₹98,000
Closing Date
9 Jun 2026, 5:00 pmClosed
Chief Executive officer.
229, Race Course Road, Cantonment Board office, Ambala Cantt.
As per tender documents.
2026_DGDE_766735_1
ACB/AE/TDR/2026/05/01
Open Tender
Civil Works - Others
Works
270 days
Ambala Cantt
As per tender documents.
3 documents required · 3 mandatory
₹1,500
Chief Executive officer
₹98,000
18 Jun 2026
20 May 2026
10 Jun 2026
20 May 2026
9 Jun 2026
29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out (in Soft loose soil). | - | Per Cum | 100 | - |
| 2 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out (in Mud). | - | Per Cum | 100 | - |
| 3 | M/L providing plain cement concrete M 10 (1:5:10) for bedding using 40 mm size and down,Graded aggregate mechanically mixed, For intercept drain pit and in Foundation, compacted by vibration including centering and shuttering works, curing etc., complete as per drawings and Technical Specification and as per the direction of Engineer. | - | Per Cum | 100 | - |
| 4 | M/L providing and Construction of Reinforced Cement Concrete work of M-20 grade for Base slab, footing with 20mm size IRC grade machine crushed chips and excluding cost of reinforcement and including centering and shuttering works & cost of mixing, laying , curing etc., complete as per Technical Specification and as per direction of Engineer. Note : The Contractor has to carryout dewatering time to time during execution of concerting work and upto 48 house after execution of concerting works and no extra payment for dewatering or manpower will be paid by Cantonment Board. Only ordinary Portland cement will be used for all concreting works. | - | Per Cum | 10 | - |
| 5 | M/L providing and Construction of Reinforced Cement Concrete work of 1:2:4 for Walls with 20mm-12.5mm size IRC grade machine crushed chips and excluding cost of reinforcement and cost of mixing, laying , curing etc., complete as per Technical Specification and as per direction of Engineer. Note : The Contractor has to carryout dewatering time to time during execution of concerting work and upto 48 hours after execution of concerting works and no extra payment for dewatering or manpower will be paid by Cantonment Board. Only ordinary Portland cement will be used for all concreting works. | - | Per Cum | 10 | - |
| 6 | S/f mild steel bars 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips. | - | Per kg | 10 | - |
| 7 | Use & waste of formwork to faces of walls, retaining walls, etc vertical and columns similar work not exceeding 200 mm thick (Horizontal or sloping) fair finished surfaces all as sp. in MES SSR 2020. to batter fair finished surfaces all as sp. in MES SSR 2020. | - | Per Sm | 10 | - |
| 8 | Forming mortice holes, n exc. 50 cm for balusters, newels, rag-bolts, etc. and grouting with cement mortar 1:2 after balusters, etc. are fixed. | - | Each | 10 | - |
| 9 | M/L rendering 12mm thick plaster on fair faces of brick work or concrete surfaces in 1:4 cement plaster all as sp. in MES SSR 2020. | - | Per Sm | 10 | - |
| 10 | Providing precast perforated drain covers suitable for medium vehicle load of size width 685 mm length 450 mm and thickness 75 mm and steel reinforcement of 8mm dia at 100 mm c/c spacing. The cover shall have minimum nine (9) round holes. The item shall include the cost of all material, transportation and fixing at site.(M-40) | - | Each | 10 | - |
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