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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹28.7 LAccepted-AOC | ₹28.7 L | 1 | Accepted-AOC L1 |
| 2 | 2₹30.3 L+₹1.6 L (5.48%)Rejected-AOC 282 MODEL TOWN PHASE 3 URBAN ESTATE BATHINDA | BATHINDA | PUNJAB | 151001 | ₹30.3 L+₹1.6 L (5.48%) | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | ABHAY BUILDERS L2 | HS BUILDERS L1 |
|---|---|---|---|---|---|
| 1.00Clearance of weed jalla, della, sarkanda, jungle butti silt etc. manually from inner section of lined channel. Discharge 0.283 but upto 1.42 cumec | |||||
| 2.00Clearance of weed jalla, della, sarkanda, jungle butti silt etc. manually from inner section of lined channel. Discharge Upto 0.283 Cumec | |||||
| 3.00 | Excavation of soil using excavator and hydrualic tractor trolley i/c cutting and loading in trolley and transporting to the embankment all locations including all lifts and leads ,excluding royalty. | 48.55 | cum | 152 ₹7,379.6 | 132 ₹6,408.6 Lowest |
| 4.00 | Excavation in soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead upto 30m. | 213.71 | cum | 39 ₹8,334.69 | 35 ₹7,479.85 Lowest |
| 5.00 | E/Work for lip cutting of irrigation Channels inclusive of all allowances, lead and dressing (upto 1.50 mtr depth) | 78.75 | cum | 175 ₹13,781.25 | 159 ₹12,521.25 Lowest |
| 6.00 | Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications. | 261.41 | cum | 111 ₹29,016.51 | 99 ₹25,879.59 Lowest |
| 7.00 | Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge. | 245.44 | sqm | 18 ₹4,417.92 Lowest | 18 ₹4,417.92 Lowest |
| 8.00 | Single layer brick lining for irrigation channels (Distributaries and minors) or section of all depths consisting of first layer of 12.5mm thick cement plaster 1:5 on subgrade and finished, second layer of 10mm thick cement plaster 1:3 properly rendered and finished, 75 mm bricks laid in 1:3 cement sand mortar over second layer(In side slopes for all sections) | 239.6 | sqm | 987 ₹2,36,485.2 | 921 ₹2,20,671.6 Lowest |
| 9.00 | Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3 as per PWD specifications i/c supply of material complete in all respect. | 151.49 | Mtr | 218 ₹33,024.82 | 200 ₹30,298 Lowest |
| 10.00 | Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering including cost of neat coat of cement disposal of rubbish to the dumping ground within 50 m lead. (31.16) | 29,238.85 | sqm | 90 ₹26,31,496.5 | 86 ₹25,14,541.1 Lowest |
Tender Value
₹31.1 L
EMD Value
₹62,280
Closing Date
8 May 2026, 10:00 amClosed
Xen Fazilka Canal And Ground Water Division CC FZR
Xen Fazilka Canal And Ground Water Division CC FZR
Estimate for Restoration of Damaged Lining Portion of Kanianwali Disty From RD 0 to 28000
2026_WR_167152_1
006(A)/FazilkaCanal/2026-27 dated 27/04/2026
Open Tender
Civil Works - Canal
Item Wise
Xen Fazilka Canal And Ground Water Division CC FZR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹62,280
9 Jun 2026
28 Apr 2026
8 May 2026
28 Apr 2026
8 May 2026
28 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearance of weed jalla, della, sarkanda, jungle butti silt etc. manually from inner section of lined channel. Discharge 0.283 but upto 1.42 cumec | - | - | - | - |
| 2 | Clearance of weed jalla, della, sarkanda, jungle butti silt etc. manually from inner section of lined channel. Discharge Upto 0.283 Cumec | - | - | - | - |
| 3 | Excavation of soil using excavator and hydrualic tractor trolley i/c cutting and loading in trolley and transporting to the embankment all locations including all lifts and leads ,excluding royalty. | 48.55 | cum | 132.98 | ₹6,456.18 |
| 4 | Excavation in soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead upto 30m. | 213.71 | cum | 35.82 | ₹7,655.09 |
| 5 | E/Work for lip cutting of irrigation Channels inclusive of all allowances, lead and dressing (upto 1.50 mtr depth) | 78.75 | cum | 159.2 | ₹12,537 |
| 6 | Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications. | 261.41 | cum | 99.03 | ₹25,887.43 |
| 7 | Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge. | 245.44 | sqm | 18.49 | ₹4,538.19 |
| 8 | Single layer brick lining for irrigation channels (Distributaries and minors) or section of all depths consisting of first layer of 12.5mm thick cement plaster 1:5 on subgrade and finished, second layer of 10mm thick cement plaster 1:3 properly rendered and finished, 75 mm bricks laid in 1:3 cement sand mortar over second layer(In side slopes for all sections) | 239.6 | sqm | 822.98 | ₹1,97,186.01 |
| 9 | Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3 as per PWD specifications i/c supply of material complete in all respect. | 151.49 | Mtr | 182.17 | ₹27,596.93 |
| 10 | Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering including cost of neat coat of cement disposal of rubbish to the dumping ground within 50 m lead. (31.16) | 29,238.85 | sqm | 82.17 | ₹24,02,556.3 |
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