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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.2 LAccepted-AOC | L1 | Accepted-AOC Due to lower Rates | |
| 2 | L2₹50.6 L+₹2.3 L (4.76%)Rejected-Finance | L2 | Rejected-Finance Due to Higher Rates |
| Sl No | Description | Qty | Unit | HARBANS SINGH GOVT CONTRACTOR L2 | M/S NIRMAL SINGH L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation of foundation of structures as per drawing and technical
specification, including setting out, construction of shoring and bracing, removal of
stumpsandotherdeleterious matter,dressingof sidesand bottom and backfilling with
excavated surplus soil.Mechanical means depth upto 3m. | 1 | cum | 1,402 ₹140.2 Lowest | 1,869 ₹186.9 |
| 2.00 | Providing, not exceed lowering in trenches to correct gradient andallignments,jointing with tytone rubber joint and cutting of RCCS/Spipes having inside HDPE lining ISI marekd
as per ISI code IS:458-2003 into trenches for all depths and layingout the same to
correct alignment, gradients, levels etc.,cutting of concrete beds and joints holes,
supporting the pipes and specials in correct position in a suitable rigidmanner while
the same are being jointed and until the surrounding benchings, haunches and
envelopes are completed.The pipes shall rest on the beds at all joints through their length
and to ensure this, testing the pipes for leakage and making good the same leakage and all
defects to the entire satisfaction of the Engineer incharge including all cartage etc copmplete in all respects. R.C.C. pipe with inside H.D.P.E. lining class- NP-3 (1.75' i/d pipe with inside H.D.P.E. lining) | 1 | mtr | 41 ₹1,341.93 | 35 ₹1,145.55 Lowest |
| 3.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth. | 1 | cum | 250 ₹2,12,190 | 225 ₹1,90,971 Lowest |
| 4.00 | Earthwork excavation in foundation and trenches | 1 | cum | 108 ₹82,118.88 | 99 ₹75,275.64 Lowest |
| 5.00 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification. | 1 | sqm | 1.3 ₹352.65 | 1 ₹271.27 Lowest |
| 6.00 | 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. | 1 | sqm | 159 ₹4,162.62 Lowest | 159 ₹4,162.62 Lowest |
| 7.00 | 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) | 1 | cum | 220 ₹1,172.6 | 201 ₹1,071.33 Lowest |
| 8.00 | Providing and laying cement concrete M-15 for coping and sleeper mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications | 1 | cum | 23 ₹7,141.5 | 20 ₹6,210 Lowest |
| 9.00 | Filling Contraction/ construction Joint with sealing compound complete in all respect. | 1 | mtr | 848 ₹84.8 Lowest | 848 ₹84.8 Lowest |
| 10.00 | Extra bitumen painting at 0.69 Kg. per Sqm. | 1 | sqm | 24 ₹9,062.16 | 22 ₹8,306.98 Lowest |
Tender Value
₹38 L
EMD Value
₹76,000
Closing Date
26 May 2025, 4:00 pmClosed
Executive Engineer Devigarh Patiala Division
Executive Engineer/Devigarh Patiala Canal and Ground Water Division WRD Punjab Patiala
Estimate for construction of Drainage Syphon at RD 16780, RD 17450, RD 19000 and VR Bridge at RD 17900 of Ghanaur Sub Minor
2025_WR_138369_13
03/2025-26
Open Tender
Civil Works
Item Rate
30 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
Yes
₹76,000
Yes
19 Nov 2025
8 Apr 2025
27 May 2025
8 Apr 2025
26 May 2025
8 Apr 2025
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