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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAdmitted-Finance BHUCHO | JAJAPUR | ODISHA | 755007 | ₹2.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.4 Cr+₹5.5 L (2.29%)Admitted-Finance HOUSE NO 243 STREET NO 9 EKTA VIHAR PATIALA PUNJAB | FAZILKA | PUNJAB | 152020 | ₹2.4 Cr+₹5.5 L (2.29%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | GARG BUILDERS L2 | RAJINDER SINGH CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.00 | 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 and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. | 1,650.49 | Cum | 2,47,573.5 ₹2,47,573.5 | 2,39,321.05 ₹2,39,321.05 Lowest |
| 2.00 | Cement Concrete lining 75 mm , thick or less laid manually for irrigation channels, using cement concrete M 15 with cement content 325 kg/cum mixed in an automatic batching & mixing plant and transported to the site in transit mixers with an average lead of 1 Km including cost of admixturs in recommended proportions as per IS 9103 to accelerate/retard setting of concrete , improve workability without impairing strength and durability including cost of cutting grooves , supply , carriage , all leads and lifts, loading and unloading of all materials, curing , complete in all respect, as per drawings , design, specifications & the instructions of of the Engineer incharge. | 665.13 | Cum | 39,24,267 ₹39,24,267 | 38,51,102.7 ₹38,51,102.7 Lowest |
| 3.00 | Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 | 6,095.98 | Mtr | 1,98,60,702.84 ₹1,98,60,702.84 | 1,94,88,848.06 ₹1,94,88,848.06 Lowest |
| 4.00 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 160mm o/d PVC pipe of 4 Kgf./sqcm | 510.08 | Mtr | 3,46,854.4 ₹3,46,854.4 | 2,54,529.92 ₹2,54,529.92 Lowest |
Tender Value
Refer Docs
EMD Value
₹4.9 L
Closing Date
11 Sept 2026, 11:00 amClosed
Executive Engineer RF Canal and GW Div FZR
Executive Engineer RF Canal and GW Div FZR
Various protection measures and safety works of the Rajasthan Feeder canal
2026_WR_174385_1
09/Rajasthan/FZR/2026-27
Open Tender
Civil Works - Canal
Item Rate
120 days
Executive Engineer RF Canal and GW Div FZR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹4.9 L
11 Sept 2026
29 Aug 2026
11 Sept 2026
29 Aug 2026
11 Sept 2026
29 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 1,650.49 | Cum | - | - |
| - | Cement Concrete lining 75 mm , thick or less laid manually for irrigation channels, using cement concrete M 15 with cement content 325 kg/cum mixed in an automatic batching & mixing plant and transported to the site in transit mixers with an average lead of 1 Km including cost of admixturs in recommended proportions as per IS 9103 to accelerate/retard setting of concrete , improve workability without impairing strength and durability including cost of cutting grooves , supply , carriage , all leads and lifts, loading and unloading of all materials, curing , complete in all respect, as per drawings , design, specifications & the instructions of of the Engineer incharge. | 665.13 | Cum | - | - |
| - | Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 | 6,095.98 | Mtr | - | - |
| - | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 160mm o/d PVC pipe of 4 Kgf./sqcm | 510.08 | Mtr | - | - |
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