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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹56.2 LAccepted-AOC N A | FARIDABAD | HARYANA | 121004 | ₹56.2 L | 1 | Accepted-AOC lowest |
| 2 | 2₹59.6 LRejected-Finance N A | NA | NA | 121004 | ₹59.6 L | 2 | Rejected-Finance 2nd |
| Sl No | Description | Qty | Unit | M S VERDHMAN PIPE INDUSTRY L1 | DASHMESH CONTRACTORS L2 |
|---|---|---|---|---|---|
| 8.00 | First class burnt brick works laid in 1:6 cement sand mortar in foundation and plinth including supply recarriage of bricks, cement (item no.11.3(i)) | 198.98 | Cum | 7,400 ₹14.7 L | 7,600 ₹15.1 L |
| 9.00 | 10mm thick cement plaster 1:4 on side walls (-) Rs. 1.25/- for scaffolding. (Item No. 15.6) | 473.81 | sqm | 150 ₹71,071.50 | 190 ₹90,023.90 |
| 10.00 | 10mm thick cement plaster 1:4 on bed & top | 249.59 | sqm | 120 ₹29,950.80 | 150 ₹37,438.50 |
| 14.00 | Centering and Shuttering for concrete faces (item No:-9.01) | 176.86 | sqm | 1 ₹176.86 | 5 ₹884.30 |
| 15.00 | RCC 1:2:4 Hand Mixed including steel reinforcement (item No. 10.13a (i) | 4.89 | Cum | 4,000 ₹19,560 | 4,500 ₹22,005 |
| 19.00 | 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.) | 8,301.15 | Cum | 93 ₹7.7 L | 95 ₹7.9 L |
| 20.00 | 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 to 2.25 mtr.) | 1,908.97 | Cum | 101 ₹1.9 L | 105 ₹2.0 L |
| 22.00 | 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. | 394.65 | Cum | 151 ₹59,592.15 | 170 ₹67,090.50 |
| 24.00 | Providing & fixing M.S. foot rests made of 23x25 mm square bar including fixing in Haudis complete with cement concrete 1:2:4 | 130 | Nos. | 100 ₹13,000 | 165 ₹21,450 |
| 25.00 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | 46.17 | Cum | 3,000 ₹1.4 L | 3,500 ₹1.6 L |
Tender Value
₹54.4 L
EMD Value
₹1.1 L
Closing Date
7 Apr 2026, 10:00 amClosed
Dinesh Tayal
Devigarh PWRMDC Division, Sangrur
Lining/Relining by Laying of U/G RCC Pipeline in W/Cs of O/L RD 45965-R/46468-R of Ladbanjara Disty of Village Dirba/Rampur Channa Distt. Sangrur Slice-2 (Length 4257 mtr) (Ghaggar Sangrur Project Part-1)
2026_WR_164056_2
04/2026
Open Tender
Civil Works
Sangrur
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,180
Yes
₹1.1 L
Yes
12 Apr 2026
1 Apr 2026
7 Apr 2026
1 Apr 2026
7 Apr 2026
1 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 8 | First class burnt brick works laid in 1:6 cement sand mortar in foundation and plinth including supply recarriage of bricks, cement (item no.11.3(i)) | 1 | Cum | - | - | t8 |
| 9 | 10mm thick cement plaster 1:4 on side walls (-) Rs. 1.25/- for scaffolding. (Item No. 15.6) | - | sqm | - | - | t9 |
| 10 | 10mm thick cement plaster 1:4 on bed & top | - | sqm | - | - | t10 |
| 14 | Centering and Shuttering for concrete faces (item No:-9.01) | - | sqm | - | - | t14 |
| 15 | RCC 1:2:4 Hand Mixed including steel reinforcement (item No. 10.13a (i) | 1 | Cum | - | - | t15 |
| 19 | 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 | - | - | t19 |
| 20 | 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 to 2.25 mtr.) | - | Cum | - | - | t20 |
| 22 | 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 | - | - | t22 |
| 24 | Providing & fixing M.S. foot rests made of 23x25 mm square bar including fixing in Haudis complete with cement concrete 1:2:4 | - | Nos. | - | - | t24 |
| 25 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | - | Cum | - | - | t25 |
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