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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC SRI MUKTSAR SAHIB CANAL GROUND WATER DIVISION GIDDERBAHA PUNJAB PB | LUDHIANA | PUNJAB | 141001 | ₹2.1 Cr | L1 | Accepted-AOC Award of Contract the MAGIC BUILDERS by the committee for the Lower Bidder than others |
| 2 | L2₹2.3 Cr+₹17.9 L (8.62%)Rejected-AOC GIDDERBAHA PUNJAB | ₹2.3 Cr+₹17.9 L (8.62%) | L2 | Rejected-AOC L2 |
| 3 | L3₹2.5 Cr+₹38.2 L (18.4%)Rejected-AOC 357 KOTKAPURA ROAD STREET NO 8 MUKTSAR PUNJAB 152026 | SRI MUKTSAR SAHIB | PUNJAB | 152026 | ₹2.5 Cr+₹38.2 L (18.4%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | M/S ASHOK KUMAR CONTRACTOR L3 | M/S Sanjeev Sehgal Contractor L2 | MAGIC BUILDERS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters 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 meters. | 356.62 | Cum | 22,654.46 ₹1,10,553.76 | 10,000 ₹48,800 | 9,700 ₹47,336 Lowest |
| 2.00 | Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations with all location with all lifts and leads avg leads 3 km | 42,603.42 | Cum | 20.02 ₹89,364.28 | 13 ₹58,028.75 Lowest | 15 ₹66,956.25 |
| 3.00 | Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per
P.W.D specifications. | 2,697.56 | Cum | 4,096 ₹6,09,075.2 Lowest | 4,650 ₹6,91,455 | 4,200 ₹6,24,540 |
| 4.00 | Dressing of Earth work | 51,644.05 | Sqm | 29.5 ₹1,31,680.63 | 15 ₹66,956.25 Lowest | 18 ₹80,347.5 |
| 5.00 | Jungle clearance on running canals and branches, and drains with discharge more than
9 Cum/s. (iii) Heavy type | 26.43 | Km | 7,715 ₹1,06,39,370.75 | 6,750 ₹93,08,587.5 Lowest | 6,910 ₹95,29,235.5 |
| 6.00 | Washing concrete surface scrubbing with
brushes including preparing and laying slurry | 4,463.75 | Sqm | 209.64 ₹21,99,947.49 Lowest | 222 ₹23,29,652.46 | 217 ₹22,77,182.81 |
| 7.00 | Laying C.C 1:4:8 with brick ballast | 148.61 | Cum | 1,371.82 ₹45,270.06 | 1,000 ₹33,000 Lowest | 1,050 ₹34,650 |
| 8.00 | Nicking cement concrete surface (over 28 days old including preparation and laying
slurry | 4,462.14 | Sqm | 17,766.22 ₹17,766.22 | 15,000 ₹15,000 Lowest | 17,766 ₹17,766 |
| 9.00 | First class burnt brick work laid in cement sand
mortar 1:3 in foundation and plinth | 1,379.05 | Cum | 24.02 ₹1,17,215.44 | 15 ₹73,198.65 Lowest | 25 ₹1,21,997.75 |
| 10.00 | 12.5 mm thick cement plaster 1:3 | 1,049.39 | Sqm | 132.98 ₹1,01,83,972.77 | 124 ₹94,96,259.76 | 100 ₹76,58,274 Lowest |
Tender Value
₹2.0 Cr
EMD Value
₹4.1 L
Closing Date
19 Mar 2026, 10:00 amClosed
Executive Engineer, Abohar Canal Ground Water Divi
Executive Engineer, Abohar Canal Ground Water Div
Estimate of Raising of Abohar Branch From Rd 537920 To 553930
2026_WR_162132_5
E-Tendering Notice No.27/Abohar Canal Ground Water Division /2025-26 Dated 26/02/2026
Open Tender
Civil Works - Canal
Item Rate
FAZILKA
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
Yes
₹4.1 L
Yes
Executive Engineer, Abohar Canal Ground Water Divi
23 Apr 2026
26 Feb 2026
19 Mar 2026
27 Feb 2026
19 Mar 2026
27 Feb 2026
9 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters 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 meters. | 356.62 | Cum | 11,327.23 | ₹40,39,516.76 |
| 2 | Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations with all location with all lifts and leads avg leads 3 km | 42,603.42 | Cum | 62.63 | ₹26,68,252.19 |
| 3 | Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per
P.W.D specifications. | 2,697.56 | Cum | 35.82 | ₹96,626.6 |
| 4 | Dressing of Earth work | 51,644.05 | Sqm | 1,028.22 | ₹5,31,01,445.09 |
| 5 | Jungle clearance on running canals and branches, and drains with discharge more than
9 Cum/s. (iii) Heavy type | 26.43 | Km | 718.49 | ₹18,989.69 |
| 6 | Washing concrete surface scrubbing with
brushes including preparing and laying slurry | 4,463.75 | Sqm | 62.63 | ₹2,79,564.66 |
| 7 | Laying C.C 1:4:8 with brick ballast | 148.61 | Cum | 28.66 | ₹4,259.16 |
| 8 | Nicking cement concrete surface (over 28 days old including preparation and laying
slurry | 4,462.14 | Sqm | 1.3 | ₹5,800.78 |
| 9 | First class burnt brick work laid in cement sand
mortar 1:3 in foundation and plinth | 1,379.05 | Cum | 5.27 | ₹7,267.59 |
| 10 | 12.5 mm thick cement plaster 1:3 | 1,049.39 | Sqm | 99.03 | ₹1,03,921.09 |
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