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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹9.4 LAccepted-AOC NOT AVAILABLE | NEW DELHI | DELHI | 110001 | ₹9.4 L | L-1 | Accepted-AOC Lowest |
| 2 | L-2₹10.2 L+₹76,996 (8.15%)Rejected-AOC 344 GEHRI BUTTER GEHRI BUTTER GEHRI BUTTER BATHINDA PUNJAB 151401 | BATHINDA | PUNJAB | 151401 | ₹10.2 L+₹76,996 (8.15%) | L-2 | Rejected-AOC Highest |
| Sl No | Description | Qty | Unit | Markanda Electrical Works L1 | MANJOT ENTERPRISES COMPANY 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 Lowest | 120 ₹120 |
| 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 | 115 ₹115 Lowest | 120 ₹120 |
| 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 | 190 ₹190 Lowest | 200 ₹200 |
| 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 | 7,000 ₹7,000 Lowest | 7,100 ₹7,100 |
| 5.00 | 10mm thick cement plaster 1.4 on sides walls (-) Rs.1.25/- for scaffolding. | 1 | Sqm | 170 ₹170 Lowest | 175 ₹175 |
| 6.00 | 10mm thick cement plaster 1:4 on bed and top. | 1 | Sqm | 135 ₹135 Lowest | 140 ₹140 |
| 7.00 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement (CSR
Item No 10.13 (a) (i) | 1 | Cum | 9,900 ₹9,900 Lowest | 10,000 ₹10,000 |
| 8.00 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | 1 | Cum | 5,350 ₹5,350 Lowest | 5,500 ₹5,500 |
| 9.00 | Cement concrete 1:4:8 with brick ballast 40mm gauge | 1 | Cum | 4,100 ₹4,100 Lowest | 4,200 ₹4,200 |
| 10.00 | Laying of UPVC pipe 250 mm dia in trenches & laying same to correct allignment (Complete) | 1 | Metre | 85 ₹85 Lowest | 90 ₹90 |
Tender Value
₹19.5 L
EMD Value
₹39,000
Closing Date
27 Apr 2026, 10:00 amClosed
Amrinder Singh
D E 9 Amritsar
Estimate for Lining OF Watercourses of O L RD 16946 L of Patti Disty y Laying of PVC U G Pipeline of Khdoor Sahib Distirct Tarn Taran under UBDC Canal System
2026_WR_164610_8
NIT 01 of 2026
Open Tender
Civil Works
Item Wise
180 days
DE 9 amritsar
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
Yes
₹39,000
Yes
14 May 2026
21 Apr 2026
27 Apr 2026
21 Apr 2026
27 Apr 2026
21 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 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 | - | - |
| 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 | - | - |
| 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 | - | - |
| 4 | First class burnt brick laid in cement sand mortar 1:6 for bed and side wall [Item No 11.3(i)]. | - | Cum | - | - |
| 5 | 10mm thick cement plaster 1.4 on sides walls (-) Rs.1.25/- for scaffolding. | - | Sqm | - | - |
| 6 | 10mm thick cement plaster 1:4 on bed and top. | - | Sqm | - | - |
| 7 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement (CSR
Item No 10.13 (a) (i) | - | Cum | - | - |
| 8 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | - | Cum | - | - |
| 9 | Cement concrete 1:4:8 with brick ballast 40mm gauge | - | Cum | - | - |
| 10 | Laying of UPVC pipe 250 mm dia in trenches & laying same to correct allignment (Complete) | - | Metre | - | - |
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