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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 CrAccepted-Finance GSTIN: 05AGEPS5843B1ZK | ₹6.1 Cr | L1 | Accepted-Finance accepted being to be 1st lowest |
| 2 | L2₹6.2 CrRejected-Finance | ₹6.2 Cr | L2 | Rejected-Finance rejected being to be 2nd lowest |
| 3 | L3₹6.9 CrRejected-Finance GSTIN: 05AHVPG4419P1ZQ09 DADU BAGH MARKET KANKHAL HARIDWAR JV M S REVAN SINGH BISHT VILLAGE BHANAULI POST HATT GAON TEHRI GARHWAL | HARIDWAR | HARIDWAR | UTTARAKHAND | ₹6.9 Cr | L3 | Rejected-Finance rejected being to be 3rd lowest |
| Sl No | Description | Qty | Unit | goyal and sons L3 | M/S Ravindra Builders and Engineers L1 | rajesh goel thekedar L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width AsWell As 10 Sqm On Plan) Including Getting Out And Disposal Of ExcavatedEarth Lead Upto 50 M And For All Lift, As Directed By Engineer-In-Charge.All Kinds Of Soil | 1,441.95 | Cum | 142 ₹2.0 L | 136 ₹2.0 L | 140 ₹2.0 L |
| 2.00 | Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. | 458.67 | Cum | 208 ₹95,403.36 | 199 ₹91,275.33 | 120 ₹55,040.40 |
| 3.00 | Extra For Every Additional Lift Of 1.5 M Or Part Thereof In Excavation / Banking Excavated Or Stacked Materials | 1,603.48 | Cum | 101 ₹1.6 L | 10 ₹16,034.80 | 5 ₹8,017.40 |
| 4.00 | Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets And Dressing Of Sides, Ramming Of Bottoms, Depth Upto 1.5 M Including Getting Out The Excavated Soil And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth Including Consolidating Each Deposited Layer By Ramming, Watering, Etc. And Disposing Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M : All Kinds Of Soil | 70 | Meter | 172 ₹12,040 | 165 ₹11,550 | 100 ₹7,000 |
| 5.00 | Cartage Of Material By Mannual Labour Inculding Loading ,Unloading & Stacking Up To 2Km | 163.3 | cu.m | 197 ₹32,170.10 | 10 ₹1,633 | 100 ₹16,330 |
| 6.00 | Disposal Of Building Rubbish / Malba / Similar Unserviceable, Dismantled Or Waste Materials By Mechanical Means, Including Loading, Transporting, Unloading To Approved Municipal Dumping Ground Or As Approved By Engineer-In-Charge, Beyond 50 M Initial Lead, For All Leads Including All Lifts Involved. | 1,104.97 | Cum | 211 ₹2.3 L | 10 ₹11,049.70 | 5 ₹5,524.85 |
| 7.00 | Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5 M. | 2,194.12 | Cum | 157 ₹3.4 L | 150 ₹3.3 L | 5 ₹10,970.60 |
| 8.00 | Supplying And Filling In Plinth With Gola Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. | 70.83 | Cum | 1,703 ₹1.2 L | 1,621 ₹1.1 L | 50 ₹3,541.50 |
| 9.00 | Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: | 1,364.9 | Sqm | 248 ₹3.4 L | 237 ₹3.2 L | 50 ₹68,245 |
| 10.00 | Providing And Laying In Cement Concrte 1:4:8(1Cement :4Fine Sand:08Graded Brick Aggregated 40Mm .Nominal Size.) And Curing Complete Including Cost Of Form Work In Foundation And Floors. | 175.08 | cu.m | 5,465 ₹9.6 L | 5,200 ₹9.1 L | 5,400 ₹9.5 L |
Tender Value
₹6.9 Cr
EMD Value
₹13.7 L
Closing Date
29 Apr 2026, 5:00 pmClosed
GENERAL MANAGER CONSTRUCTION WING UKPJN HALDWANI
OFFICE OF THE GENERAL MANAGER (KUMAUN), CONSTRUCTION WING, UTTARAKHAND PEYJAL NIGAM, E-32 JUDGE FARM, HALDWANI, DISTRICT-NAINITAL 263139
Construction of 210 bedded Hostel in Rajiv Gandhi Navodaya Vidhyalay, Lohaghat District Champawat
2026_MDPEY_94034_1
799/Nivida Lohaghat/111 dated 4/4/2026
Open Tender
Civil Works
540 days
LOHAGHAT DISTRICT CHAMPAWAT
as per tender documents
2 documents required · 2 mandatory
₹11,800
PM CONSTRUCTION UNIT UKPJN LOHAGHAT
₹13.7 L
GENERAL MANAGER CONSTRUCTION WING UKPJN HALDWANI
3 Jun 2026
8 Apr 2026
5 May 2026
8 Apr 2026
29 Apr 2026
16 Apr 2026
13 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width AsWell As 10 Sqm On Plan) Including Getting Out And Disposal Of ExcavatedEarth Lead Upto 50 M And For All Lift, As Directed By Engineer-In-Charge.All Kinds Of Soil | - | Cum | - | - | itemH1Code1 |
| 2 | Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. | - | Cum | - | - | itemH1Code2 |
| 3 | Extra For Every Additional Lift Of 1.5 M Or Part Thereof In Excavation / Banking Excavated Or Stacked Materials | - | Cum | - | - | itemH1Code3 |
| 4 | Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets And Dressing Of Sides, Ramming Of Bottoms, Depth Upto 1.5 M Including Getting Out The Excavated Soil And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth Including Consolidating Each Deposited Layer By Ramming, Watering, Etc. And Disposing Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M : All Kinds Of Soil | - | Meter | - | - | itemH1Code4 |
| 5 | Cartage Of Material By Mannual Labour Inculding Loading ,Unloading & Stacking Up To 2Km | - | cu.m | - | - | itemH1Code5 |
| 6 | Disposal Of Building Rubbish / Malba / Similar Unserviceable, Dismantled Or Waste Materials By Mechanical Means, Including Loading, Transporting, Unloading To Approved Municipal Dumping Ground Or As Approved By Engineer-In-Charge, Beyond 50 M Initial Lead, For All Leads Including All Lifts Involved. | - | Cum | - | - | itemH1Code6 |
| 7 | Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5 M. | - | Cum | - | - | itemH1Code7 |
| 8 | Supplying And Filling In Plinth With Gola Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. | - | Cum | - | - | itemH1Code8 |
| 9 | Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: | - | Sqm | - | - | itemH1Code9 |
| 10 | Providing And Laying In Cement Concrte 1:4:8(1Cement :4Fine Sand:08Graded Brick Aggregated 40Mm .Nominal Size.) And Curing Complete Including Cost Of Form Work In Foundation And Floors. | - | cu.m | - | - | itemH1Code10 |
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