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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54,598Admitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹55,289+₹691 (1.27%)Admitted-Finance SHOP NO 06 DEPUR MOHALLA GOENWAL TALWARA HOSHIARPUR PUNJAB | HOSHIARPUR | HOSHIARPUR | PUNJAB | 144222 | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SOHAN SINGH & COMPANY L2 | NAVNIT CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00LAYING OF UNDERGROUND RCC PIPE LINE FOR WATERCOURSE OF OUTLET RD 33300-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 15cm 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 | 113 ₹113 | 110 ₹110 Lowest |
| 1.03 | Depth upto 1.5 to 2.25mtr. | 1 | Cum | 115 ₹115 Lowest | 120 ₹120 |
| 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 | 215 ₹215 | 205 ₹205 Lowest |
| 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 | 9,000 ₹9,000 | 8,750 ₹8,750 Lowest |
| 1.06 | 10mm thick cement plaster 1:4 on sides walls (-) for scaffolding. | 1 | Sqm | 186 ₹186 | 185 ₹185 Lowest |
| 1.07 | 10mm thick cement plaster 1:4 on bed and top. | 1 | Sqm | 170 ₹170 | 145 ₹145 Lowest |
| 1.08 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | 1 | Cum | 9,520 ₹9,520 Lowest | 9,525 ₹9,525 |
| 1.09 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | 1 | Cum | 5,860 ₹5,860 | 5,800 ₹5,800 Lowest |
Tender Value
₹16.2 L
EMD Value
₹32,400
Closing Date
21 Sept 2026, 11:00 amClosed
SH. TAJINDER SINGH DIVISIONAL ENGINEER
DIVISIONAL ENGINEER BDC-2 DIVISION PWRMDC DHOALWAHA NEHAR COLONY HOSHIARPUR
LAYING OF UNDERGROUND RCC PIPE LINE FOR WATERCOURSE OF OUTLET RD 33300-L OF IBBAN MINOR DISTT. KAPURTHALA
2026_WR_175024_1
E-Tendering Notice No. 99/2026/BDC-2/HSP/Dated 24/03/2026
Open Tender
Civil Works
Item Rate
120 days
HOSHIARPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Yes
₹32,400
Yes
23 Sept 2026
8 Sept 2026
21 Sept 2026
8 Sept 2026
21 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1LAYING OF UNDERGROUND RCC PIPE LINE FOR WATERCOURSE OF OUTLET RD 33300-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 15cm 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 | - | - |
| 1.03 | Depth upto 1.5 to 2.25mtr. | 1 | 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. | 1 | 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 . | 1 | Cum | - | - |
| 1.06 | 10mm thick cement plaster 1:4 on sides walls (-) for scaffolding. | 1 | Sqm | - | - |
| 1.07 | 10mm thick cement plaster 1:4 on bed and top. | 1 | Sqm | - | - |
| 1.08 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | 1 | Cum | - | - |
| 1.09 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | 1 | Cum | - | - |
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