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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC Lower Rates |
| 2 | L2₹1.2 Cr+₹9.1 L (8.20%)Rejected-Finance NEAR VILL TEPLA NANHERI TEHSIL GHANAUR DISTRICT PATIALA | ₹1.2 Cr+₹9.1 L (8.20%) | L2 | Rejected-Finance Higher Rates |
| 3 | L3₹1.3 Cr+₹17.8 L (16.0%)Rejected-Finance 01 ENTERPRISES | ₹1.3 Cr+₹17.8 L (16.0%) | L3 | Rejected-Finance Higher Rates |
| Sl No | Description | Qty | Unit | OM PARKASH CONTRACTOR L2 | G C CONSTRUCTION L1 | SINGLA ENTERPRISES L3 |
|---|---|---|---|---|---|---|
| 1.00 | Ordinary jungle clearance of both banks of running Disty. Minors and Drains includind boundary road with discharge upto 1.5 cumecs. | 2.74 | km | 1,870 ₹5,123.8 Lowest | 1,900 ₹5,206 | 1,890 ₹5,178.6 |
| 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. | 136.17 | cum | 36 ₹4,902.12 Lowest | 37 ₹5,038.29 | 38 ₹5,174.46 |
| 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 , including extra for compensation for ordinary earth/ ordinary clay taken from private land without royalty | 15,196.47 | cum | 349 ₹53,03,568.03 | 292 ₹44,37,369.24 Lowest | 400 ₹60,78,588 |
| 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 | 13,158.35 | cum | 98 ₹12,89,518.3 Lowest | 102 ₹13,42,151.7 | 100 ₹13,15,835 |
| 5.00 | Dressing of Earthwork (New work or remodeling work.) | 15,418.61 | sqm | 1.3 ₹20,044.19 Lowest | 1.3 ₹20,044.19 Lowest | 1.35 ₹20,815.12 |
| 6.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 2,675.58 | cum | 160 ₹4,28,092.8 Lowest | 165 ₹4,41,470.7 | 170 ₹4,54,848.6 |
| 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. | 147.13 | cum | 190 ₹27,954.7 Lowest | 195 ₹28,690.35 | 195 ₹28,690.35 |
| 8.00 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification. | 8,495.28 | sqm | 20 ₹1,69,905.6 | 19 ₹1,61,410.32 Lowest | 21 ₹1,78,400.88 |
| 9.00 | Dag Belling single kassi stroke complete in all respect | 2.74 | km | 840 ₹2,301.6 Lowest | 870 ₹2,383.8 | 850 ₹2,329 |
| 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 | 10,241.28 | sqm | 22 ₹2,25,308.16 Lowest | 23 ₹2,35,549.44 | 23 ₹2,35,549.44 |
Tender Value
₹1.5 Cr
EMD Value
₹3 L
Closing Date
20 Feb 2026, 4:30 pmClosed
Executive Engineer Devigarh Patiala Division
Executive Engineer/Devigarh Patiala Canal and Ground Water Division WRD Punjab Patiala Phone No 0175 2353311
Estimate for concrete lining of Sekhupura Minor from RD 39000-48000(Tail).
2026_WR_159508_9
44/2025-26
Open Tender
Civil Works
Item Rate
60 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Yes
₹3 L
Yes
Devigarh Patiala Division
3 Apr 2026
6 Feb 2026
20 Feb 2026
6 Feb 2026
20 Feb 2026
6 Feb 2026
13 Feb 2026
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 , including extra for compensation for ordinary earth/ ordinary clay taken from private land without royalty
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 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 Construction/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 200 mm wide LDPE Film 150 micron over sleepers
Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling, consolidation and dressing )
Laying cement concrete 1:4:8 with gauge 40mm mixing by manual means using concrete mixer volumetric type.
First class burnt brick work laid in cement sand mortar 1:4 in foundations & plinth
Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
Cold twisted detormed (Ribbed/ ToR Steel Bar) Bars (Fe 500 grade as per IS 1786-2005) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete
Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.
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