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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAccepted-AOC | ₹3.1 Cr Quoted ₹3.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.7 CrRejected-AOC | ₹3.7 Cr | L2 | Rejected-AOC L3 |
| 3 | L3₹3.9 CrRejected-AOC 282 MODEL TOWN PHASE 3 URBAN ESTATE BATHINDA | BATHINDA | PUNJAB | 151001 | ₹3.9 Cr | L3 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | ABHAY BUILDERS L2 | THE G.D. CONSTRUCTIONS L3 | G S ASSOCIATES L1 |
|---|---|---|---|---|---|---|
| 1.00 | Jungle clearance on running canals and branches, and drains with discharge more than 9 Cum/s. (iii) Heavy type | 0.29 | km | 3,284.83 ₹3,284.83 | 3,284.83 ₹3,284.83 | 3,284.83 ₹3,284.83 |
| 2.00 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. (For X-Bundh) | 614.53 | cum | 38,100.86 ₹38,100.86 | 38,100.86 ₹38,100.86 | 38,100.86 ₹38,100.86 |
| 3.00 | Excavation in soil (any type) using hydraulic excavator CK 90 excavation with hydaulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes,in accordance with requirements of lines grades and X-sections including all lifts and combined leads upto 30 mtr.item no 6.19 | 6,137.53 | cum | 2,14,813.55 ₹2.1 L | 2,14,813.55 ₹2.1 L | 61,375.3 ₹61,375.30 |
| 4.00 | Dismantling cement concrete 1:3:6 coping on left and right side bank of Rajashthan Feeder including loading & unloading, carriage and disposal of dismantled material with all leads & lifts. | 30.89 | cum | 31,754.92 ₹31,754.92 | 34,936.59 ₹34,936.59 | 31,754.92 ₹31,754.92 |
| 5.00 | Dismantling existing tile lining on side slopes and bed of Rajashthan Feeder including loading, unloading, carriage and disposal of dismantled materials with all leads and lifts. | 2,117.06 | cum | 15,20,049.08 ₹15.2 L | 16,72,477.4 ₹16.7 L | 21,170.6 ₹21,170.60 |
| 6.00 | Silt clearance and debris of channels undressed and disposal of the same complete in all respect, as per instructions of the Engineer incharge including all leads & lifts, loading & unloading at proper place to be arranged by the agency/contractor himself. | 4,406 | cum | 44,060 ₹44,060 | 1,89,458 ₹1.9 L | 4,406 ₹4,406 |
| 7.00 | Rehandling of earth work with average lead 15 mtr complete in all respect, as per instruction of the engineer incharge. The work maye be executed manually or by machinery. | 3,973 | cum | 1,11,244 ₹1.1 L | 1,11,244 ₹1.1 L | 11,919 ₹11,919 |
| 8.00 | Extra for dressing of earth work complete in all respect, as per drawings, design, specifications & the instructions of the Engineer in charge. | 14,194 | sqm | 14,194 ₹14,194 | 14,194 ₹14,194 | 14,194 ₹14,194 |
| 9.00 | Extra for dressing of Dowel complete in all respect, as per drawings, design, specifications & the instructions of the Engineer in charge. | 466.65 | m | 2,333.25 ₹2,333.25 | 2,333.25 ₹2,333.25 | 2,333.25 ₹2,333.25 |
| 10.00 | Extra for laying earth as per specifications for compaction in 200 mm layers & compacted to about 150 mm, watering, rolling and compaction to achieve maximum DBD of 98% at optimum moisture content including dressing complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. | 4,318 | cum | 2,11,582 ₹2.1 L | 4,27,482 ₹4.3 L | 4,27,482 ₹4.3 L |
Tender Value
₹324.5 Cr
EMD Value
₹6.5 L
Closing Date
13 Apr 2026, 10:00 amClosed
XEN
Canal Colony Gidderbaha
Relining of Rajasthan Feeder from RD 213060-214000
2025_WR_152746_17
8502
Open Tender
Civil Works
Zira
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
Yes
₹6.5 L
Yes
Gidderbaha
22 Apr 2026
3 Apr 2026
13 Apr 2026
3 Apr 2026
13 Apr 2026
3 Apr 2026
9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
Jungle clearance on running canals and branches, and drains with discharge more than 9 Cum/s. (iii) Heavy type | - | km | - | - | Item1 | |
Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. (For X-Bundh) | - | cum | - | - | Item2 | |
Excavation in soil (any type) using hydraulic excavator CK 90 excavation with hydaulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes,in accordance with requirements of lines grades and X-sections including all lifts and combined leads upto 30 mtr.item no 6.19 | - | cum | - | - | Item3 | |
Dismantling cement concrete 1:3:6 coping on left and right side bank of Rajashthan Feeder including loading & unloading, carriage and disposal of dismantled material with all leads & lifts. | - | cum | - | - | Item4 | |
Dismantling existing tile lining on side slopes and bed of Rajashthan Feeder including loading, unloading, carriage and disposal of dismantled materials with all leads and lifts. | - | cum | - | - | Item5 | |
Silt clearance and debris of channels undressed and disposal of the same complete in all respect, as per instructions of the Engineer incharge including all leads & lifts, loading & unloading at proper place to be arranged by the agency/contractor himself. | - | cum | - | - | Item6 | |
Rehandling of earth work with average lead 15 mtr complete in all respect, as per instruction of the engineer incharge. The work maye be executed manually or by machinery. | - | cum | - | - | Item7 | |
Extra for dressing of earth work complete in all respect, as per drawings, design, specifications & the instructions of the Engineer in charge. | - | sqm | - | - | Item8 | |
Extra for dressing of Dowel complete in all respect, as per drawings, design, specifications & the instructions of the Engineer in charge. | - | m | - | - | Item9 | |
Extra for laying earth as per specifications for compaction in 200 mm layers & compacted to about 150 mm, watering, rolling and compaction to achieve maximum DBD of 98% at optimum moisture content including dressing complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. | - | cum | - | - | Item10 |
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