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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.7 LAccepted-AOC | L1 | Accepted-AOC Due to Lower Rates | |
| 2 | L2₹18.1 L+₹54,252 (3.08%)Rejected-Finance | L2 | Rejected-Finance Due to higher Rates |
| Sl No | Description | Qty | Unit | JAGIR SINGH CONTRACTOR L2 | AM INFRATECH L1 |
|---|---|---|---|---|---|
| 1.00 | Ordinary jungle clearance of both banks of running Disty. Minors and Drains includind boundary road with discharge upto 1.5 cumecs. | 0.54 | km | 2,000 ₹1,080 Lowest | 2,000 ₹1,080 Lowest |
| 2.00 | Excavation of soil (any type) using hydraulic excavator and 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, includingall lift and combined lead upto 30 mtr. | 65.57 | cum | 36 ₹2,360.52 Lowest | 36 ₹2,360.52 Lowest |
| 3.00 | Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations with all lifts and leads (excluding royality.) | 1,554.63 | cum | 335 ₹5,20,801.05 | 310 ₹4,81,935.3 Lowest |
| 4.00 | Compaction of earth Extra for laying earth/fly ash as per specificaion in 20cm layers and dressing and including cost of rolling Extra for watering the earth / fly ash laid in 20 cm layers as per specificaion for compation Extra for Rolling to Specificaions | 2,170.73 | cum | 100 ₹2,17,073 | 99 ₹2,14,902.27 Lowest |
| 5.00 | Dressing of Earthwork (New work or remodeling work.) | 144.75 | sqm | 1.3 ₹188.18 Lowest | 1.3 ₹188.18 Lowest |
| 6.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 546.66 | cum | 165 ₹90,198.9 | 160 ₹87,465.6 Lowest |
| 7.00 | Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters 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 meters. | 29.49 | cum | 192 ₹5,662.08 Lowest | 192 ₹5,662.08 Lowest |
| 8.00 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification. | 1,751.51 | sqm | 19 ₹33,278.69 Lowest | 19 ₹33,278.69 Lowest |
| 9.00 | Dag Belling single kassi stroke complete in all respect | 0.54 | km | 848 ₹457.92 Lowest | 848 ₹457.92 Lowest |
| 10.00 | Putting 1:3 (cement: water) cement slurry with cement @ 2.25 kg/ sqm on prepared bed and side slopes before laying concrete on bed and side slopes | 2,104.98 | sqm | 22 ₹46,309.56 Lowest | 22 ₹46,309.56 Lowest |
Tender Value
₹16.7 L
EMD Value
₹33,376
Closing Date
7 Jun 2025, 1:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer Devigarh Patiala Division
Executive Engineer/Devigarh Patiala Canal and Ground Water Division WRD Punjab Patiala
Estimate for concrete lining of Fatehpur Minor from RD 35567-37350.
2025_WR_139606_2
07/25-26
Open Tender
Civil Works
Item Rate
30 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Yes
₹33,376
Yes
17 Mar 2026
30 May 2025
7 Jun 2025
30 May 2025
7 Jun 2025
30 May 2025
Amount
Ordinary jungle clearance of both banks of running Disty. Minors and Drains includind boundary road with discharge upto 1.5 cumecs.
Excavation of soil (any type) using hydraulic excavator and 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, includingall lift and combined lead upto 30 mtr.
Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations with all lifts and leads (excluding royality.)
Compaction of earth Extra for laying earth/fly ash as per specificaion in 20cm layers and dressing and including cost of rolling Extra for watering the earth / fly ash laid in 20 cm layers as per specificaion for compation Extra for Rolling to Specificaions
Dressing of Earthwork (New work or remodeling work.)
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth
Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters 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 meters.
Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification.
Dag Belling single kassi stroke complete in all respect
Putting 1:3 (cement: water) cement slurry with cement @ 2.25 kg/ sqm on prepared bed and side slopes before laying concrete on bed and side slopes
Cement concrete lining 75mm. thick or less 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 with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Side Slopes)
Cement concrete lining 75mm. thick or less 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 with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Coping)
Cement concrete lining 75mm. thick or less 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 with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Sleepers)
Shuttering for faces of Concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications.
Filling Contraction Joint with sealing compound complete in all respect
Filling expansion joints with special impervious hot pour 12.5 mm wide
Extra bitumen painting at 0.69 per sqm (on sleeper) .
Providing & laying 250 mm wide LDPE Film 150 micron over sleepers
JAGIR SINGH CONTRACTOR (BID ID -650333)
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