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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC | ₹2.0 Cr | L1 | Accepted-AOC FIRST |
| 2 | L2₹2.1 Cr+₹6.5 L (3.18%)Rejected-AOC VILLAGE TALWANDI KHUMMAN AMRITSAR | ₹2.1 Cr+₹6.5 L (3.18%) | L2 | Rejected-AOC SECOND |
| Sl No | Description | Qty | Unit | R S CONSTRUCTION CO. L2 | SEEMAX AGGREGATE AND CONCRETE L1 |
|---|---|---|---|---|---|
| 1.00 | (24) Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road :-
(26.24(a)) Discharge upto 1.5 cum/s | 2.68 | km | 1,900 ₹5,092 | 1,870 ₹5,011.6 Lowest |
| 2.00 | (14) Supply of wooden pegs for levelling work from canal or road plantation 40 mm to 50mm dia and 15cm to 23 cm long. | 0.88 | 100 nos | 180 ₹158.4 | 179 ₹157.52 Lowest |
| 3.00 | (6.19) 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. | 1,715.75 | Cum | 40 ₹68,630 | 39 ₹66,914.25 Lowest |
| 4.00 | (6.12) Dressing of dowels along water carrying channel in addition to payment for dressed earth work. | 2,675.61 | metre | 7 ₹18,729.27 | 6 ₹16,053.66 Lowest |
| 5.00 | (6.6) 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 and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. | 144.53 | Cum | 212 ₹30,640.36 | 210 ₹30,351.3 Lowest |
| 6.00 | (6.18) Dag-belling:-
((a)) Single Kassi stroke minimum 7.5 cm depth. | 5.36 | km | 935 ₹5,011.6 | 933 ₹5,000.88 Lowest |
| 7.00 | Excavation of Soil using Hydraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations including all lifts and leads. | 16,474.35 | Cum | 155 ₹25,53,524.25 | 150 ₹24,71,152.5 Lowest |
| 8.00 | (19.2) Dressing side slopes and preparation of sub grade for lining. | 9,609.14 | Sq.Mtr | 22 ₹2,11,401.08 | 21 ₹2,01,791.94 Lowest |
| 9.00 | (19.19) Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :-
((a)) 0 to 1.5 m depth | 2,645.04 | Cum | 185 ₹4,89,332.4 | 183 ₹4,84,042.32 Lowest |
| 10.00 | (19.12) Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes | 10,059.53 | Sq.Mtr | 25 ₹2,51,488.25 | 24 ₹2,41,428.72 Lowest |
Tender Value
₹1.9 Cr
EMD Value
₹3.9 L
Closing Date
25 Aug 2025, 10:00 amClosed
Executive Engineer Canal and Ground Water Division
Executive Engineer Canal and Ground Water Division WRD Punjab,Gurdaspur
Estimate for Rehabilitation,Renovation and Modernization of Shahpurkandi Channel No 2 (Phase II)
2025_WR_146316_1
15/110A
Open Tender
Civil Works - Canal
Item Rate
90 days
PATHANKOT
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Yes
₹3.9 L
Yes
GURDASPUR
12 Nov 2025
2 Aug 2025
25 Aug 2025
2 Aug 2025
25 Aug 2025
2 Aug 2025
8 Aug 2025
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