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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65,306Accepted-AOC | ₹65,306 | L1 | Accepted-AOC aoc |
| 2 | L2₹70,195+₹4,889 (7.49%)Rejected-Finance | ₹70,195+₹4,889 (7.49%) | L2 | Rejected-Finance AS THE RATES QUOTED BY BIDDER ARE THE SECOUND LOWEST |
Tender Value
₹1.3 L
EMD Value
₹2,500
Closing Date
25 Apr 2026, 12:00 pmClosed
XEN JANDIALA UBDC ASR
XEN JANDIALA UBDC ASR
Estimate for restoration of pandori disty at RD 24000 in the jurisdiction of jandiala canal division
2026_WR_166138_1
12
Open Tender
Civil Works - Canal
Item Wise
45 days
XEN JANDIALA UBDC ASR
AS PER NIT CONDITION
3 documents required · 3 mandatory
₹500
₹2,500
Yes
11 May 2026
16 Apr 2026
25 Apr 2026
16 Apr 2026
25 Apr 2026
16 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork excavation in foundation and trenches
(sleeper + coping) | 1.14 | cum | - | - |
| 2 | Excavation of soil( any type ) using hydraulic excavator CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, including all lift and combined lead up to 60 mtr.
(As per earth work statement) | 21.81 | cum | - | - |
| 3 | 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 | 288.86 | cum | - | - |
| 4 | Earth work excavation in ordinary soil, exclusive of compensation of earth:- (f) Extra for pudding work | 300.81 | cum | - | - |
| 5 | 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. | 178.96 | cum | - | - |
| 6 | Dressing of Earth work ( NEW ) | 129.85 | sqmt | - | - |
| 7 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing( as per earth work statement) (a) 0-1.5mt. depth | 21.03 | cum | - | - |
| 8 | Dressing and preparation of sub grade for side slopes. | 65.87 | sqmt | - | - |
| 9 | Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before laying concrete | 65.87 | sqmt | - | - |
| 10 | Cement concrete lining 60mm thick or less laid mannualy for irrigation channels using cement concrete M-15 mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km (For Trapozoidal Section and Cup Section of all radius) as per design/drawing and PWD specifications (for Side Slope + Coping + Sleepers) | 5.42 | cum | - | - |
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