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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹84.6 LAccepted-AOC 1111 PHASE 3 MODEL TOWN BATHINDA 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | 1 | Accepted-AOC RANK 1 | |
| 2 | 2₹86.4 L+₹1.8 L (2.11%)Rejected-Finance | 2 | Rejected-Finance RANK 2 | |
| 3 | 3₹90.4 L+₹5.7 L (6.79%)Rejected-Finance | 3 | Rejected-Finance RANK 3 |
| Sl No | Description | Qty | Unit | PARVEEN SEHGAL CONT. L3 | HARBANS SINGH GOVT CONTRACTOR L2 | AMANDEEP SINGH CONTRACTOR L1 |
|---|---|---|---|---|---|---|
| 1.00 | Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.5 cumecs | 4.25 | km | 1,869.44 ₹7,945.12 | 1,869 ₹7,943.25 Lowest | 1,869 ₹7,943.25 Lowest |
| 2.00 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. | 5,660 | Cum | 35.82 ₹2,02,741.2 | 35 ₹1,98,100 Lowest | 35 ₹1,98,100 Lowest |
| 3.00 | Excavation of Soil using Hydraulic Excavator and hydraulic Tractor Trolly i/c cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads | 3,064 | cum | 132.98 ₹4,07,450.72 | 99 ₹3,03,336 Lowest | 132 ₹4,04,448 |
| 4.00 | Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications | 6,283.01 | cum | 99.03 ₹6,22,206.48 | 74 ₹4,64,942.74 | 69 ₹4,33,527.69 Lowest |
| 5.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 1,209.18 | cum | 159.2 ₹1,92,501.46 | 159 ₹1,92,259.62 Lowest | 159 ₹1,92,259.62 Lowest |
| 6.00 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per PWD specifications. | 11,174.99 | sqm | 18.49 ₹2,06,625.57 | 18 ₹2,01,149.82 Lowest | 18 ₹2,01,149.82 Lowest |
| 7.00 | 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. | 218.59 | cum | 191.74 ₹41,912.45 | 191 ₹41,750.69 | 134 ₹29,291.06 Lowest |
| 8.00 | Dressing of earthwork | 19,649 | sqm | 1.3 ₹25,543.7 | 1 ₹19,649 Lowest | 1 ₹19,649 Lowest |
| 9.00 | Putting cement water slurry 1:3 with cement @2.25kg/sqm on prepared bed and side slopes before laying concrete on bed and side slopes. | 13,218.15 | sqm | 22.19 ₹2,93,310.75 | 18 ₹2,37,926.7 | 15 ₹1,98,272.25 Lowest |
| 10.00 | Cement concrete lining 75mm thick or less (for 60 mm)laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) | 949.35 | Cum | 6,200 ₹58,85,970 | 6,142 ₹58,30,907.7 | 6,000 ₹56,96,100 Lowest |
Tender Value
₹81.9 L
EMD Value
₹1.6 L
Closing Date
10 Sept 2025, 10:00 amClosed
Executive Engineer
Executive Engineer Ludhiana Canal and Gw Divn WRD Dugri Phase 1 Ludhiana
Estimate for concrete lining of Saffuwala minor from RD 0-13955 of Kingwah Distributary System
2025_WR_148041_1
2814/28A
Open Tender
Civil Works - Canal
Item Rate
45 days
Kingwah Distributary
Estimate for concrete lining of Saffuwala minor from RD 0-13955 of Kingwah
Distributary System
2 documents required · 2 mandatory
₹1,000
₹1.6 L
Yes
Executive Engineer Ludhiana Canal and Gw Divn WRD
1 Nov 2025
21 Aug 2025
10 Sept 2025
21 Aug 2025
10 Sept 2025
21 Aug 2025
1 Sept 2025
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