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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.5 LAccepted-AOC SHOP NO 5 OPP SHANI MANDIR PROFESSOR COLONY DISTT YAMUNA NAGAR HARYANA 135001 | YAMUNANAGAR | HARYANA | 135001 | L1 | Accepted-AOC Accepted being lowest and reasonable one. | |
| 2 | L2₹34.0 L+₹5.5 L (19.5%)Rejected-Finance H NO 266 V P O PILKHANI DISTT AMBALA 133104 | AMBALA | HARYANA | 133104 | L2 | Rejected-Finance Rejected being L2 | |
| 3 | L3₹36.5 L+₹8.0 L (28.2%)Rejected-Finance | L3 | Rejected-Finance Rejected being L3 | |
| 4 | L4₹38.6 L+₹10.1 L (35.7%)Rejected-Finance | L4 | Rejected-Finance Rejected being L4 | |
| 5 | L5₹48.5 L+₹20.0 L (70.4%)Rejected-Finance | L5 | Rejected-Finance Rejected being L5 |
| Sl No | Description | Qty | Unit | Swami Enterprises L4 | JS CONSTRUCTION COMPANY L1 | M/S Gurpreet Singh L2 | m/s yogesh kumr ontractor L3 | G8 CONSTRUCTIONS L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out soft/loose soil, complete all as specified and directed by Engineer-in-Charge. | 800 | SQUARE METER | 21 ₹16,800 | 10 ₹8,000 Lowest | 15 ₹12,000 | 80 ₹64,000 | 100 ₹80,000 |
| 2.00 | Removing excavated soft/loose soil material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge. | 153 | CUBIC METER | 51 ₹7,803 | 100 ₹15,300 | 20 ₹3,060 Lowest | 50 ₹7,650 | 200 ₹30,600 |
| 3.00 | Material and labour for Broken stone or boulders Hardcore of gauge n exc. 63mm deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface, complete all as specified and directed by Engineer-in-Charge.
Note :- The rate quoated inclusive of rolling the laid stone layer upto 98% proctor density. | 68 | CUBIC METER | 1,099 ₹74,732 | 1,500 ₹1,02,000 | 2,000 ₹1,36,000 | 950 ₹64,600 Lowest | 1,000 ₹68,000 |
| 4.00 | Material and labour for plain Cement concrete 1:4:8 type D-2 (using 40 mm graded stone agg )as in sub base of floor 100 mm thick, complete all as specified and directed by Engineer-in-Charge. | 800 | SQUARE METER | 250 ₹2,00,000 | 250 ₹2,00,000 | 100 ₹80,000 Lowest | 420 ₹3,36,000 | 300 ₹2,40,000 |
| 5.00 | Material and labour for Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less complete all as specified and directed by Engineer-in-Charge.
Note:- (i) Contractor will carry out the design mix of concrete before start the concreting from IIT/NIT/Govt Engr college/Govt approved lab.
(ii) Contractor will cast the beams/cubes for testing of flexural strenght during execution of concrete work and submit the test reports after testing from IIT/NIT/Govt Engr College/Govt approved lab.
(iii) The quoted rates will be inclusive of rates for (a) and (b). | 160 | CUBIC METER | 6,600 ₹10,56,000 | 3,000 ₹4,80,000 Lowest | 8,500 ₹13,60,000 | 5,500 ₹8,80,000 | 6,500 ₹10,40,000 |
| 6.00 | Forming Construction joint 30mm deep x 10mm wide filled with sealing compound grade B complete all as specified and directed by Engineer-in-Charge. | 15 | 10 RUNNING METER | 1,260 ₹18,900 | 50 ₹750 Lowest | 98 ₹1,470 | 180 ₹2,700 | 200 ₹3,000 |
| 7.00 | Forming Contraction (Dummy) joints 65mm deep x 10mm wide,filled with sealing compound grade B complete all as specified and directed by Engineer-in-Charge. | 13 | 10 RUNNING METER | 1,260 ₹16,380 | 50 ₹650 Lowest | 100 ₹1,300 | 260 ₹3,380 | 200 ₹2,600 |
| 8.00 | Finishing surface of concrete roads, pavements, by brooming complete all as specified and directed by Engineer-in-Charge. | 800 | SQUARE METER | 60 ₹48,000 | 10 ₹8,000 Lowest | 10 ₹8,000 Lowest | 15 ₹12,000 | 10 ₹8,000 Lowest |
| 9.00 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in soft/ loose soil, complete all as specified and directed by Engineer-in-Charge. | 45 | CUBIC METER | 160 ₹7,200 | 120 ₹5,400 | 100 ₹4,500 Lowest | 190 ₹8,550 | 250 ₹11,250 |
| 10.00 | Material and labour for plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge.
Note : Contractor will carry out the design mix of concrete from IIT/NIT/Govt Engineer/Govt approved lab and submit for approval before start the concrete work. The quoted rate is inclusive of same. | 3.18 | CUBIC METER | 2,800 ₹8,904 Lowest | 3,500 ₹11,130 | 6,000 ₹19,080 | 4,500 ₹14,310 | 5,800 ₹18,444 |
Tender Value
₹43.7 L
EMD Value
₹87,400
Closing Date
10 Apr 2026, 6:00 pmClosed
LT COL CHETAN KOTKAR, GE (SOUTH) AMBALA
GE (SOUTH) AMBALA CANTT
CA NO GE(SOUTH)/AMB 85 2025 2026 PROVISION OF PARKING SHED WITH POLE AND GALVANISED SHEET FOR PARKING OF TMZ UNDER GE(SOUTH) AMBALA CANTT
2026_MES_756869_1
GE(SOUTH)/AMB-85/2025-2026
Open Tender
Civil Works
Item Rate
180 days
GE (SOUTH) AMBALA CANTT
AS PER NIT
9 documents required · 9 mandatory
₹500
GE (SOUTH) AMBALA CANTT
₹87,400
Yes
12 Jun 2026
19 Mar 2026
13 Apr 2026
19 Mar 2026
10 Apr 2026
4 Apr 2026
19 Mar 2026 - 2 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out soft/loose soil, complete all as specified and directed by Engineer-in-Charge. | - | SQUARE METER | - | - |
| - | Removing excavated soft/loose soil material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge. | - | CUBIC METER | - | - |
| - | Material and labour for Broken stone or boulders Hardcore of gauge n exc. 63mm deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface, complete all as specified and directed by Engineer-in-Charge. | - | CUBIC METER | - | - |
| - | Material and labour for plain Cement concrete 1:4:8 type D-2 (using 40 mm graded stone agg )as in sub base of floor 100 mm thick, complete all as specified and directed by Engineer-in-Charge. | - | SQUARE METER | - | - |
| - | Material and labour for Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less complete all as specified and directed by Engineer-in-Charge. | - | CUBIC METER | - | - |
| - | Forming Construction joint 30mm deep x 10mm wide filled with sealing compound grade B complete all as specified and directed by Engineer-in-Charge. | - | 10 RUNNING METER | - | - |
| - | Forming Contraction (Dummy) joints 65mm deep x 10mm wide,filled with sealing compound grade B complete all as specified and directed by Engineer-in-Charge. | - | 10 RUNNING METER | - | - |
| - | Finishing surface of concrete roads, pavements, by brooming complete all as specified and directed by Engineer-in-Charge. | - | SQUARE METER | - | - |
| - | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in soft/ loose soil, complete all as specified and directed by Engineer-in-Charge. | - | CUBIC METER | - | - |
| - | Material and labour for plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge. | - | CUBIC METER | - | - |
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