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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹73,940Admitted-Finance | ₹73,940 | L1 | Admitted-Finance |
| 2 | L2₹78,585Admitted-Finance FEROZEPUR | ₹78,585 | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Brar Construction Company L1 | Samual Labour Contractor L2 |
|---|---|---|---|---|---|
| 1.00 | 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.Depth upto 1.5 mtr | 1 | Cum | 115 ₹115 | 116 ₹116 |
| 2.00 | 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.Depth upto 1.5 mtr to 2.25mtr | 1 | Cum | 130 ₹130 | 132 ₹132 |
| 3.00 | 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 | 200 ₹200 | 205 ₹205 |
| 4.00 | First class burnt brick laid in cement sand mortar 1:6 for bed and side wall [Item No 11.3(i)]. | 1 | Cum | 7,300 ₹7,300 | 7,330 ₹7,330 |
| 5.00 | 10mm thick cement plaster 1.4 on sides walls (-) Rs.1.25/- for scaffolding. | 1 | Sqm | 175 ₹175 | 180 ₹180 |
| 6.00 | 10mm thick cement plaster 1:4 on bed and top. | 1 | Sqm | 140 ₹140 | 145 ₹145 |
| 7.00 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement (CSR
Item No 10.13 (a) (i) | 1 | Cum | 10,000 ₹10,000 | 10,500 ₹10,500 |
| 8.00 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | 1 | Cum | 5,600 ₹5,600 | 5,800 ₹5,800 |
| 9.00 | Cement concrete 1:4:8 with brick ballast 40mm gauge | 1 | Cum | 4,500 ₹4,500 | 4,800 ₹4,800 |
| 10.00 | Laying, fixing and jointing of UPVC Pipes as per ISI 4985 (ISI marked with the prior approval of Engineer-inCharge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specification .250 mm dia pipe of 2.5 kgf./sqcm | 1 | Metre | 90 ₹90 | 98 ₹98 |
Updated dates
Tender Value
₹18 L
EMD Value
₹36,000
Closing Date
8 May 2026, 9:00 amClosed
Divisional Engineer Sangrur Barnala P
Divisional Engineer Sangrur Barnala PWRMDC Division Barnala
Estimate for ReLining Lining of WC by Laying Underground Pipeline of OL RD 13500L of Handiaya Mr of Barnala Disty Village Salempur Distt.Sangrur Laying and Jointing of RCC UGPL system and other allied works in construction of watercourse
2026_WR_165744_10
NIT06/2026
Open Tender
Civil Works
180 days
Sangrur
Please refer Tender documents.
3 documents required · 3 mandatory
₹590
₹36,000
Divisional Engineer Sangrur Barnala P
8 May 2026
23 Apr 2026
8 May 2026
23 Apr 2026
8 May 2026
23 Apr 2026
24 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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.Depth upto 1.5 mtr | - | Cum | - | - | Item1 |
| 2 | 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.Depth upto 1.5 mtr to 2.25mtr | - | Cum | - | - | Item2 |
| 3 | 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 | - | - | Item3 |
| 4 | First class burnt brick laid in cement sand mortar 1:6 for bed and side wall [Item No 11.3(i)]. | - | Cum | - | - | Item4 |
| 5 | 10mm thick cement plaster 1.4 on sides walls (-) Rs.1.25/- for scaffolding. | - | Sqm | - | - | Item5 |
| 6 | 10mm thick cement plaster 1:4 on bed and top. | - | Sqm | - | - | Item6 |
| 7 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement (CSR
Item No 10.13 (a) (i) | - | Cum | - | - | Item7 |
| 8 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | - | Cum | - | - | Item8 |
| 9 | Cement concrete 1:4:8 with brick ballast 40mm gauge | - | Cum | - | - | Item9 |
| 10 | Laying, fixing and jointing of UPVC Pipes as per ISI 4985 (ISI marked with the prior approval of Engineer-inCharge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specification .250 mm dia pipe of 2.5 kgf./sqcm | - | Metre | - | - | Item10 |
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