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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC | ₹8.1 L | L1 | Accepted-AOC Being Lowest |
| 2 | L2₹9.6 L+₹1.5 L (18.1%)Rejected-AOC ADARSH NAGAR ST NO 02 WARD NO 01 MALOUT MUKATSAR | LUDHIANA | PUNJAB | 141001 | ₹9.6 L+₹1.5 L (18.1%) | L2 | Rejected-AOC Being Highest |
| Sl No | Description | Qty | Unit | DEEPAK ENTERPRISES L1 | ARIHANT PIPES L2 |
|---|---|---|---|---|---|
| 1.00Lining of Water course of RD 51040-L | |||||
| 1.01Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15 cm layers and restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. | |||||
| 1.02 | Depth upto 1.5 mtr. | 1 | Cum | 109 ₹109 Lowest | 110 ₹110 |
| 1.03 | Depth upto 1.5 to 2.25mtr. | 1 | Cum | 125 ₹125 Lowest | 130 ₹130 |
| 1.04 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. | 1 | Cum | 210 ₹210 Lowest | 220 ₹220 |
| 1.05 | First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement. | 1 | Cum | 7,400 ₹7,400 Lowest | 7,600 ₹7,600 |
| 1.06 | 10mm thick cement plaster 1.4 on sides walls. | 1 | Sqm | 195 ₹195 Lowest | 200 ₹200 |
| 1.07 | 10mm thick cement plaster 1:4 on bed and top. | 1 | Sqm | 170 ₹170 Lowest | 175 ₹175 |
| 1.08 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement. | 1 | Cum | 10,670 ₹10,670 Lowest | 11,000 ₹11,000 |
| 1.09 | Cement Concrete 1:2:4 including supply, carriage & with stone ballast or shingle. | 1 | Cum | 5,767 ₹5,767 Lowest | 5,986 ₹5,986 |
Tender Value
₹21 L
EMD Value
₹42,000
Closing Date
1 Apr 2026, 10:00 amClosed
Gaurav
Divisional Engineer BDC-1 PWRMDC Division SYL Shed No 02,Near Nehru Stadium Ropar
Estimate for Lining of Watercourse of O/L RD 51040-L of Banga Disty. by laying of PVC UGPL of Vill. Mehal Gehlan/ Ladhana Ucha/ Bandiyan, Distt. SBS Nagar
2026_WR_164363_1
36/2026/BDC-1/ROPAR
Open Tender
Civil Works
Item Rate
180 days
Vill. Mehal Gehlan/ Ladhana Ucha/ Bandiyan, Distt.
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Yes
₹42,000
Yes
13 May 2026
21 Mar 2026
1 Apr 2026
21 Mar 2026
1 Apr 2026
21 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Lining of Water course of RD 51040-L | |||||
| 1.01 | Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15 cm layers and restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. | - | - | - | - |
| 1.02 | Depth upto 1.5 mtr. | - | Cum | - | - |
| 1.03 | Depth upto 1.5 to 2.25mtr. | - | Cum | - | - |
| 1.04 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. | - | Cum | - | - |
| 1.05 | First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement. | - | Cum | - | - |
| 1.06 | 10mm thick cement plaster 1.4 on sides walls. | - | Sqm | - | - |
| 1.07 | 10mm thick cement plaster 1:4 on bed and top. | - | Sqm | - | - |
| 1.08 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement. | - | Cum | - | - |
| 1.09 | Cement Concrete 1:2:4 including supply, carriage & with stone ballast or shingle. | - | Cum | - | - |
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