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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.5 CrAccepted-AOC 32 9 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹46.5 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹48.5 Cr+₹2.0 Cr (4.19%)Rejected-Finance | ₹48.5 Cr+₹2.0 Cr (4.19%) | L2 | Rejected-Finance rejected being to be 2nd lowest |
| Sl No | Description | Qty | Unit | VKJ Projects Pvt. Ltd. L1 | SHREEJIKRUPA BUILDCON LTD L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge | 60.9 | SQM | 130 ₹7,917 Lowest | 150 ₹9,135 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 13,950.27 | Cum | 187 ₹26,08,700.49 Lowest | 220 ₹30,69,059.4 |
| 3.00 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 2,518.14 | SQM | 231 ₹5,81,690.34 Lowest | 250 ₹6,29,535 |
| 4.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / in manual means in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 73.14 | CUM | 274 ₹20,040.36 Lowest | 295 ₹21,576.3 |
| 5.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. Ordinary rock | 5,996.04 | Cum | 525 ₹31,47,921 Lowest | 540 ₹32,37,861.6 |
| 6.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil BELOW GROUND 1.5 TO 3.00 M | 4,166.26 | Cum | 133 ₹5,54,112.58 Lowest | 150 ₹6,24,939 |
| 7.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil BELOW GROUND 3.00 TO 4.50 M | 22.18 | Cum | 267 ₹5,922.06 Lowest | 280 ₹6,210.4 |
| 8.00 | In all kind of soil upto 3.0m to 4.5m. depth | 22.59 | Cum | 509 ₹11,498.31 Lowest | 540 ₹12,198.6 |
| 9.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil BELOW GROUND 3.0 TO 4.50 M | 1,584.6 | Cum | 267 ₹4,23,088.2 Lowest | 280 ₹4,43,688 |
| 10.00 | In all kind of soil upto 4.5 m to 6.0m. depth | 10.54 | Cum | 697 ₹7,346.38 Lowest | 800 ₹8,432 |
Tender Value
₹47.6 Cr
EMD Value
₹72.6 L
Closing Date
17 Jun 2026, 5:00 pmClosed
GENERAL MANAGER CONSTRUCTION WING UKPJN HALDWANI
OFFICE OF THE GENERAL MANAGER (KUMAUN), CONSTRUCTION WING, UTTARAKHAND PEYJAL NIGAM, RESIDENTIAL CAMPUS (1ST FLOOR), CALLTAX KATHGODAM, HALDWANI , DISTT.- NAINITAL(263126)
Construction of Modern Multi Storied parking and Shopping Complex at Roadways Station Champawat (City Center)
2026_MDPEY_96050_1
1227/nivida lohaghat/164 dated 25/05/2026
Open Tender
Civil Works
Item Rate
730 days
Champawat
as per tender documents
2 documents required · 2 mandatory
₹11,800
PM Construction Unit UKPJN Lohaghat
₹72.6 L
GENERAL MANAGER CONSTRUCTION WING UKPJN HALDWANI
12 Aug 2026
28 May 2026
18 Jun 2026
28 May 2026
17 Jun 2026
4 Jun 2026
29 May 2026 - 1 Jun 2026
2 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge | 60.9 | SQM | 137.38 | ₹8,366.44 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 13,950.27 | Cum | 187.79 | ₹26,19,721.2 |
| 3 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 2,518.14 | SQM | 231.59 | ₹5,83,176.04 |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / in manual means in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 73.14 | CUM | 275.4 | ₹20,142.76 |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. Ordinary rock | 5,996.04 | Cum | 527.83 | ₹31,64,889.79 |
| 6 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil BELOW GROUND 1.5 TO 3.00 M | 4,166.26 | Cum | 134.15 | ₹5,58,903.78 |
| 7 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil BELOW GROUND 3.00 TO 4.50 M | 22.18 | Cum | 268.31 | ₹5,951.12 |
| 8 | In all kind of soil upto 3.0m to 4.5m. depth | 22.59 | Cum | 509.74 | ₹11,515.03 |
| 9 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil BELOW GROUND 3.0 TO 4.50 M | 1,584.6 | Cum | 268.31 | ₹4,25,164.03 |
| 10 | In all kind of soil upto 4.5 m to 6.0m. depth | 10.54 | Cum | 697.53 | ₹7,351.97 |
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