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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.5 CrAccepted-AOC FIRST FLOOR 12 92 FLAT NO J 103 GANGA VIEW APARTMENT JAIL ROAD NEW TEHRI UTTARAKHAND | NEW TEHRI | TEHRI GARHWAL | UTTARAKHAND | ₹38.5 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹39.0 Cr+₹42.5 L (1.10%)Rejected-Finance 32 9 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹39.0 Cr+₹42.5 L (1.10%) | L2 | Rejected-Finance Highest Rate Quoted by bidder |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Due to not submitting tender cost and EMD in required format. |
| 4 | Rejected-Technical 11 NARENDRA VIHAR BALLUPUR ROAD DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | - | - | Rejected-Technical Not Technically Qualified |
| Sl No | Description | Qty | Unit | VKJ Projects Pvt. Ltd. L2 | GORJA CONSTRUCTION CO L1 |
|---|---|---|---|---|---|
| 1.00 | 1.0 CARRIAGE OF MATERIALS By Mechanical Transport including loading,unloading and stacking Earth from site to approved dumping zone / area | 2,500.84 | Cum | 264 ₹6,60,221.76 | 260.84 ₹6,52,319.11 Lowest |
| 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 for all lift, as directed by Engineer-in-charge. All kinds of soil | 3,992.75 | Cum | 143 ₹5,70,963.25 | 141.72 ₹5,65,852.53 Lowest |
| 3.00 | 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. Ordinary rock | 443.64 | Cum | 403 ₹1,78,786.92 | 398.36 ₹1,76,728.43 Lowest |
| 4.00 | 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. | 595.32 | Cum | 210 ₹1,25,017.2 | 207.84 ₹1,23,731.31 Lowest |
| 5.00 | 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. | 2,016.52 | Cum | 158 ₹3,18,610.16 | 156.5 ₹3,15,585.38 Lowest |
| 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 | 2,218.19 | Cum | 102 ₹2,26,255.38 | 101.24 ₹2,24,569.56 Lowest |
| 7.00 | Supplying and filling in plinth with gola sand under floors, including watering, ramming, consolidating and dressing complete. | 89.77 | Cum | 1,716 ₹1,54,045.32 | 1,695.77 ₹1,52,229.27 Lowest |
| 8.00 | 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: | 2,961.35 | Sqm | 250 ₹7,40,337.5 | 247.56 ₹7,33,111.81 Lowest |
| 9.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 298.26 | Cum | 5,503 ₹16,41,324.78 | 5,439.23 ₹16,22,304.74 Lowest |
| 10.00 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). | 167.39 | Sqm | 332 ₹55,573.48 | 328.05 ₹54,912.29 Lowest |
Tender Value
₹38.6 Cr
EMD Value
₹63.6 L
Closing Date
4 Feb 2026, 5:00 pmClosed
General Manager
Office of Chief General Manager, Construction Wing, Uttarakhand Peyjal Nigam, Kamla Nagar(Opp. ONGC Hospital), Dehradun
CONSTRUCTION OF PROPOSED COMMAND CONTROL CENTER (CCR - 2) BUILDING AT HARIDWAR, UNDER KUMBH MELA - 2027
2026_MDPEY_91020_1
164/Nivida(Garh)Rishikesh/05 Dt. 15/01/2026
Open Tender
Civil Works
Item Rate
365 days
UNDER KUMBH MELA - 2027
Please refer tender document
3 documents required · 3 mandatory
₹11,800
PM,Const.Unit, UKPJN, Rishikesh
₹63.6 L
Dehradun
19 Jun 2026
16 Jan 2026
5 Feb 2026
16 Jan 2026
4 Feb 2026
24 Jan 2026
17 Jan 2026 - 22 Jan 2026
23 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1.0 CARRIAGE OF MATERIALS By Mechanical Transport including loading,unloading and stacking Earth from site to approved dumping zone / area | 2,500.84 | Cum | - | - |
| 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 for all lift, as directed by Engineer-in-charge. All kinds of soil | 3,992.75 | Cum | - | - |
| 3 | 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. Ordinary rock | 443.64 | Cum | - | - |
| 4 | 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. | 595.32 | Cum | - | - |
| 5 | 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. | 2,016.52 | Cum | - | - |
| 6 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | 2,218.19 | Cum | - | - |
| 7 | Supplying and filling in plinth with gola sand under floors, including watering, ramming, consolidating and dressing complete. | 89.77 | Cum | - | - |
| 8 | 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: | 2,961.35 | Sqm | - | - |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 298.26 | Cum | - | - |
| 10 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). | 167.39 | Sqm | - | - |
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