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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.6 LAdmitted-Finance NOT AVAILABLE | NEW DELHI | DELHI | 110001 | ₹29.6 L | L1 | Admitted-Finance |
| 2 | L2₹30.6 L+₹1.0 L (3.40%)Admitted-Finance 344 GEHRI BUTTER GEHRI BUTTER GEHRI BUTTER BATHINDA PUNJAB 151401 | BATHINDA | PUNJAB | 151401 | ₹30.6 L+₹1.0 L (3.40%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Markanda Electrical Works L1 | MANJOT ENTERPRISES COMPANY L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation by mechanical means (JCB or hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including dressing sides levelling of beds of trenches to correct grade, cutting joint holes,refilling consolidation, including the cost for diversion for traffic, crossing over trenches for accesss to houses, watching, fencing etc and removal of surplus soil outside / inside the town involving lead upto 15 meter complete | 1,757.67 | Cum | 94 ₹1,65,220.98 Lowest | 100 ₹1,75,767 |
| 2.00 | 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 with in lead of 30 metres | 190.74 | Cum | 192 ₹36,622.08 Lowest | 200 ₹38,148 |
| 3.00 | First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement . | 82.15 | Cum | 10,000 ₹8,21,500 Lowest | 10,500 ₹8,62,575 |
| 4.00 | 10mm thick cement plaster 1.4 on sides walls | 215.52 | Sqm | 172 ₹37,069.44 Lowest | 200 ₹43,104 |
| 5.00 | 10mm thick cement plaster 1:4 on bed and top. | 50.68 | Sqm | 130 ₹6,588.4 Lowest | 150 ₹7,602 |
| 6.00 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | 1.92 | Cum | 9,100 ₹17,472 Lowest | 9,500 ₹18,240 |
| 7.00 | Cement Conc.1:2:4 including supply, carriage & with stone ballas or shingle | 14.33 | Cum | 5,400 ₹77,382 Lowest | 6,000 ₹85,980 |
| 8.00 | Cement concrete 1:4:8 with brick ballast 40mm gauge | 20.13 | Cum | 4,250 ₹85,552.5 Lowest | 4,500 ₹90,585 |
| 9.00 | Laying, fixing & jointing of upvc Pipes (Type-A) as per IS- 4985:2021, (ISI marked with the prior approval of Engineer in Charge) along the trenches and laying the same in trenches to correct alignment and radients,cutting, jointing and testing complete as per specifications.(250mm o/d pipe of 6kg/sqcm) | 2,319.42 | Mtr | 120 ₹2,78,330.4 Lowest | 125 ₹2,89,927.5 |
| 10.00 | Laying, fixing & jointing of upvc Pipes (Type-A) as per IS- 4985:2021, (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 pipe of 6kg/sqcm) | 27.5 | Mtr | 32 ₹880 Lowest | 35 ₹962.5 |
Tender Value
₹25.5 L
EMD Value
₹50,929
Closing Date
21 Sept 2026, 9:00 amClosed
Xen Fatehgarh Sahib Sirhind Division
Executive Engineer Fatehgarh Sahib Canal and Ground Water Division WRD Punjab Sirhind Near adampur 140406
Estimate for laying of UPVC U/G Pipeline outlet RD 53500/L of Amloh Minor.
2026_WR_174653_1
19/2026-27
Open Tender
Civil Works - Canal
Item Rate
60 days
Near Chahal Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹50,929
Yes
21 Sept 2026
2 Sept 2026
21 Sept 2026
2 Sept 2026
21 Sept 2026
2 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation by mechanical means (JCB or hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including dressing sides levelling of beds of trenches to correct grade, cutting joint holes,refilling consolidation, including the cost for diversion for traffic, crossing over trenches for accesss to houses, watching, fencing etc and removal of surplus soil outside / inside the town involving lead upto 15 meter complete | 1,757.67 | Cum | - | - |
| 2 | 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 with in lead of 30 metres | 190.74 | Cum | - | - |
| 3 | First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement . | 82.15 | Cum | - | - |
| 4 | 10mm thick cement plaster 1.4 on sides walls | 215.52 | Sqm | - | - |
| 5 | 10mm thick cement plaster 1:4 on bed and top. | 50.68 | Sqm | - | - |
| 6 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | 1.92 | Cum | - | - |
| 7 | Cement Conc.1:2:4 including supply, carriage & with stone ballas or shingle | 14.33 | Cum | - | - |
| 8 | Cement concrete 1:4:8 with brick ballast 40mm gauge | 20.13 | Cum | - | - |
| 9 | Laying, fixing & jointing of upvc Pipes (Type-A) as per IS- 4985:2021, (ISI marked with the prior approval of Engineer in Charge) along the trenches and laying the same in trenches to correct alignment and radients,cutting, jointing and testing complete as per specifications.(250mm o/d pipe of 6kg/sqcm) | 2,319.42 | Mtr | - | - |
| 10 | Laying, fixing & jointing of upvc Pipes (Type-A) as per IS- 4985:2021, (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 pipe of 6kg/sqcm) | 27.5 | Mtr | - | - |
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