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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.6 LAdmitted-Finance HOUSE NO 243 STREET NO 9 EKTA VIHAR PATIALA PUNJAB | FAZILKA | PUNJAB | 152020 | ₹69.6 L | L1 | Admitted-Finance |
| 2 | L2₹71.7 L+₹2.2 L (3.12%)Admitted-Finance 17 MANSAHIYA COLONY 21 NO RAILWAY CROSSING PATIALA 147001 | PATIALA | PATIALA | PUNJAB | 147001 | ₹71.7 L+₹2.2 L (3.12%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | GARG BUILDERS L1 | AMBEY CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, construction of shoring and bracing, removal of stumps and other matter, dressing of sides and bottom and backfilling with excavated surplus soil Depth 0-3 mtr | 305.42 | cum | 74 ₹22,601.08 Lowest | 90 ₹27,487.8 |
| 2.00 | 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. | 375.33 | cum | 192 ₹72,063.36 Lowest | 200 ₹75,066 |
| 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 location with all lifts and leads leads, including extra for compensation for ordinary earth/ ordinary clay taken from private land without royalty. | 234.34 | cum | 135 ₹31,635.9 Lowest | 150 ₹35,151 |
| 4.00 | Compaction of earth Extra for laying earth/fly ash as per specificaion in 20cm layers and dressing and excluding 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 | 633.6 | cum | 100 ₹63,360 | 25 ₹15,840 Lowest |
| 5.00 | Plain cement concrete M-15 Grade in sub-structure complete as per drawing and Technical Specifications Height upto 5m. | 23.64 | cum | 5,800 ₹1,37,112 Lowest | 5,900 ₹1,39,476 |
| 6.00 | Reinforced cement concrete M-25 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 | 76.46 | cum | 6,600 ₹5,04,636 Lowest | 6,800 ₹5,19,928 |
| 7.00 | Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc. | 378.04 | sqm | 430 ₹1,62,557.2 Lowest | 450 ₹1,70,118 |
| 8.00 | Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and Technical Specifications. | 6.47 | mt | 77,000 ₹4,98,190 Lowest | 77,500 ₹5,01,425 |
| 9.00 | Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates | 3.75 | cum | 2,700 ₹10,125 Lowest | 2,800 ₹10,500 |
| 10.00 | Raising of culvert slabs | 784 | Square feet | 235 ₹1,84,240 Lowest | 250 ₹1,96,000 |
Tender Value
₹65 L
EMD Value
₹1.3 L
Closing Date
1 Jul 2026, 3:00 pmClosed
Executive Engineer Devigarh Patiala Division
Executive Engineer/Devigarh Patiala Canal and Ground Water Division WRD Punjab Patiala Phone No 0175 2353311
Estimate for Reconstruction of Drainage Crossing at RD 21800 of Balbera Minor and Lifting of Slabs at RD 4810, RD 13500 of Kamalpur Minor and RD 13825 of Balbera Minor.
2026_WR_170451_2
10/2026-27
Open Tender
Civil Works
Item Rate
60 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
₹1.3 L
Yes
3 Jul 2026
18 Jun 2026
2 Jul 2026
18 Jun 2026
1 Jul 2026
18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, construction of shoring and bracing, removal of stumps and other matter, dressing of sides and bottom and backfilling with excavated surplus soil Depth 0-3 mtr | 305.42 | cum | - | - |
| 2 | 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. | 375.33 | cum | - | - |
| 3 | Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations with all location with all lifts and leads leads, including extra for compensation for ordinary earth/ ordinary clay taken from private land without royalty. | 234.34 | cum | - | - |
| 4 | Compaction of earth Extra for laying earth/fly ash as per specificaion in 20cm layers and dressing and excluding 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 | 633.6 | cum | - | - |
| 5 | Plain cement concrete M-15 Grade in sub-structure complete as per drawing and Technical Specifications Height upto 5m. | 23.64 | cum | - | - |
| 6 | Reinforced cement concrete M-25 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 | 76.46 | cum | - | - |
| 7 | Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc. | 378.04 | sqm | - | - |
| 8 | Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and Technical Specifications. | 6.47 | mt | - | - |
| 9 | Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates | 3.75 | cum | - | - |
| 10 | Raising of culvert slabs | 784 | Square feet | - | - |
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