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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58,258Accepted-AOC NEAR VIJAY DENTAL CLINIC NABHA GATE DISTT PATIALA | PATIALA | PUNJAB | 140401 | ₹58,258 Quoted ₹62,729 | L1 | Accepted-AOC lower rates |
| 2 | L2₹64,155+₹1,426 (2.27%)Rejected-Finance NEAR VILL TEPLA NANHERI TEHSIL GHANAUR DISTRICT PATIALA | ₹64,155+₹1,426 (2.27%) | L2 | Rejected-Finance higher rates |
| Sl No | Description | Qty | Unit | SATISH KUMAR CONTRACTOR L1 | OM PARKASH CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00 | 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. | 0.82 | Cum | 207 ₹169.74 Lowest | 208 ₹170.56 |
| 2.00 | Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations location with all lifts and leads avg leads | 84.57 | Cum | 144 ₹12,178.08 Lowest | 145 ₹12,262.65 |
| 3.00 | Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications. | 57.92 | Sq.Mtr | 106 ₹6,139.52 Lowest | 107 ₹6,197.44 |
| 4.00 | Dressing of Earth work ( NEW ) | 171.94 | Sq.Mtr | 1.3 ₹223.52 Lowest | 1.45 ₹249.31 |
| 5.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing (0 to 1.5 mtr depth) | 10.12 | Cum | 171 ₹1,730.52 Lowest | 175 ₹1,771 |
| 6.00 | Dressing and preparation of sub grade for side slopes. | 66.98 | Sq.Mtr | 19 ₹1,272.62 Lowest | 21 ₹1,406.58 |
| 7.00 | Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before laying concrete | 68.73 | Sq.Mtr | 23.5 ₹1,615.16 Lowest | 24.6 ₹1,690.76 |
| 8.00 | Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) (for bed & Side Slope) | 3.74 | Cum | 6,345 ₹23,730.3 Lowest | 6,500 ₹24,310 |
| 9.00 | Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Coping | 0.47 | Cum | 6,345 ₹2,982.15 Lowest | 6,500 ₹3,055 |
| 10.00 | Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Sleeper | 0.35 | Cum | 6,345 ₹2,220.75 Lowest | 6,500 ₹2,275 |
Tender Value
₹67,605
EMD Value
₹1,352
Closing Date
30 Dec 2025, 9:00 amClosed
Xen Fatehgarh Sahib Sirhind Division
Executive Engineer Fatehgarh Sahib Canal and Ground Water Division WRD Punjab Sirhind Near adampur Village
Estimate for restoration of Breach at RD 74870 of Banur Canal And Cleaning of Syphon.
2025_WR_156059_2
02/2025-26
Open Tender
Civil Works
Item Rate
30 days
Near Rajpura
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹1,352
Yes
20 Aug 2026
20 Dec 2025
30 Dec 2025
20 Dec 2025
30 Dec 2025
20 Dec 2025
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.
Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations location with all lifts and leads avg leads
Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications.
Dressing of Earth work ( NEW )
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing (0 to 1.5 mtr depth)
Dressing and preparation of sub grade for side slopes.
Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before laying concrete
Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) (for bed & Side Slope)
Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Coping
Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Sleeper
Dag Belling single kassi stroke minimum 7.5 cm. depth complete in all respect as per design/drawing and PWD specifications
Filling of construction/contraction joints sealing compound including supply ,carriage, of material complete in all respect as per design/drawing and PWD specifications
Extra for Bitumen Painting @ 0.69 kg per Sqmt. supply carriage of material complete in all respect
Providing & laying 150 micron Polyethene Sheet over sleeper
Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications
Earth work of silt clearance of channels and drains
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