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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹5.3 L+₹10,409.65 (1.99%)Admitted-Finance CHEEMA MAIN ROAD CHEEMA SANGRUR PUNJAB 148029 | SANGRUR | PUNJAB | 148029 | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SUKHPAL BANSAL CONTRACTOR L2 | Gurbir Singh L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling brick work in cement sand mortar | 0.47 | Cum | 750 ₹352.5 | 720 ₹338.4 Lowest |
| 2.00 | Excavation of Soil (any type) using Hydraulic Excavator and CK 90 excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 30 mtr | 42.67 | Cum | 36 ₹1,536.12 Lowest | 37 ₹1,578.79 |
| 3.00 | Excavation by mechanical means(JCB or hydraulic excavator) in trenches for pipeline with straight or open cutting in street or open area including dressing sides levelling of bed of trenches to correct grade cutting joints holes, refilling consolidation including the cost of diversion for traffic crossing over trenches for access to the houses watching fencing etc and removal of surplus soil outside/inside the town involving lead upto 15mtr complete in all respects | 30.66 | Cum | 95 ₹2,912.7 Lowest | 100 ₹3,066 |
| 4.00 | Compaction b (i) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. b (ii) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.b (iii) Extra for rolling to specifications." | 3.48 | Cum | 99 ₹344.52 Lowest | 100 ₹348 |
| 5.00 | plain cement concrete 1:3:6 normal mix in foundation with crushed stone aggregate 40 mm normal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days | 1.72 | Cum | 5,250 ₹9,030 | 5,000 ₹8,600 Lowest |
| 6.00 | Plain/Reinforced cement concrete RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump in sub-structure complete as per drawing and Technical Specifications Height upto 5m | 1.77 | Cum | 6,400 ₹11,328 | 6,200 ₹10,974 Lowest |
| 7.00 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete. | 13.37 | qtl | 8,150 ₹1,08,965.5 | 8,000 ₹1,06,960 Lowest |
| 8.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing upto 1.50 m depth. (Taking 0.5‘ lip cutting)0-1.5 m depth | 2.63 | Cum | 160 ₹420.8 | 155 ₹407.65 Lowest |
| 9.00 | Single layer brick lining for irrigation channels (Distributaries and minors) or section for all depths consisting of(a) First layer 12.5mm thick cement plaster 1:5 on sub grade and finished.(b) Second layer of 10mm thick cement
plaster 1:3 properly rendered and finished.(c) 75mm thick bricks laid in 1:3 cement sand mortar over second layer." | 8.3 | Sq.Mtr | 920 ₹7,636 | 900 ₹7,470 Lowest |
| 10.00 | Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3 " | 6.09 | Sq.Mtr | 225 ₹1,370.25 | 210 ₹1,278.9 Lowest |
Tender Value
₹5.1 L
EMD Value
₹10,251
Closing Date
3 Aug 2026, 1:00 pmClosed
Executive Engineer Lehal Canal Division Patiala
Executive Engineer Lehal Canal Division WRD Punjab Patiala
Estimate for Pipe escape at RD 7569 of minor no 2 of Arkwas Disty
2026_WR_168965_2
21 Dated 27.05.2026
Open Tender
Civil Works - Canal
Item Rate
60 days
Sangrur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹10,251
Yes
14 Oct 2026
6 Jul 2026
3 Aug 2026
6 Jul 2026
3 Aug 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling brick work in cement sand mortar | 0.47 | Cum | 718.49 | ₹337.69 |
| 2 | Excavation of Soil (any type) using Hydraulic Excavator and CK 90 excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 30 mtr | 42.67 | Cum | 35.82 | ₹1,528.44 |
| 3 | Excavation by mechanical means(JCB or hydraulic excavator) in trenches for pipeline with straight or open cutting in street or open area including dressing sides levelling of bed of trenches to correct grade cutting joints holes, refilling consolidation including the cost of diversion for traffic crossing over trenches for access to the houses watching fencing etc and removal of surplus soil outside/inside the town involving lead upto 15mtr complete in all respects | 30.66 | Cum | 93.78 | ₹2,875.29 |
| 4 | Compaction b (i) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. b (ii) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.b (iii) Extra for rolling to specifications." | 3.48 | Cum | 99.04 | ₹344.66 |
| 5 | plain cement concrete 1:3:6 normal mix in foundation with crushed stone aggregate 40 mm normal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days | 1.72 | Cum | 4,590.57 | ₹7,895.78 |
| 6 | Plain/Reinforced cement concrete RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump in sub-structure complete as per drawing and Technical Specifications Height upto 5m | 1.77 | Cum | 5,566.4 | ₹9,852.53 |
| 7 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete. | 13.37 | qtl | 7,827.76 | ₹1,04,657.15 |
| 8 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing upto 1.50 m depth. (Taking 0.5‘ lip cutting)0-1.5 m depth | 2.63 | Cum | 159.2 | ₹418.7 |
| 9 | Single layer brick lining for irrigation channels (Distributaries and minors) or section for all depths consisting of(a) First layer 12.5mm thick cement plaster 1:5 on sub grade and finished.(b) Second layer of 10mm thick cement
plaster 1:3 properly rendered and finished.(c) 75mm thick bricks laid in 1:3 cement sand mortar over second layer." | 8.3 | Sq.Mtr | 898.29 | ₹7,455.81 |
| 10 | Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3 " | 6.09 | Sq.Mtr | 205.08 | ₹1,248.94 |
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