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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.7 CrAdmitted-Finance 31 JANKI NAGAR KOTDWAR PAURI GARHWAL | KOTDWAR | PAURI GARHWAL | UTTARAKHAND | ₹35.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹36.2 Cr+₹52.9 L (1.48%)Admitted-Finance SC 326 SHASTRI NAGAR GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201001 | ₹36.2 Cr+₹52.9 L (1.48%) | L2 | Admitted-Finance |
| 3 | L3₹38.4 Cr+₹2.7 Cr (7.62%)Admitted-Finance 32 9 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹38.4 Cr+₹2.7 Cr (7.62%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical A 760 SUSHANT LOK PHASE 1 GURGAON 122002 HARYANA INDIA | - | - | Rejected-Technical Not Technically Qualified |
| 5 | Rejected-Technical 112 RADHEY SHYAM VIHAR PHASE II MURAD NAGAR GHAZIABAD UP | GHAZIABAD | UP | - | - | Rejected-Technical Not Technically Qualified |
| Sl No | Description | Qty | Unit | VKJ Projects Pvt. Ltd. L3 | M/S SHARMA CONSTRUCTION PROJECT PRIVATE LIMITED L2 | rajesh goel thekedar L1 |
|---|---|---|---|---|---|---|
| 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 as well 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. | 5,000 | Cum | 172 ₹8,60,000 | 158 ₹7,90,000 Lowest | 158 ₹7,90,000 Lowest |
| 2.00 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil | 1,000 | Cum | 126 ₹1,26,000 | 112 ₹1,12,000 | 50 ₹50,000 Lowest |
| 3.00 | 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 and for all lift. | 3,950 | Cum | 188 ₹7,42,600 | 174 ₹6,87,300 | 170 ₹6,71,500 Lowest |
| 4.00 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 300 | Cum | 1,905 ₹5,71,500 | 1,891 ₹5,67,300 | 50 ₹15,000 Lowest |
| 5.00 | Treatment of soil under existing floors using chemical
emulsion @ one litre per hole, 300 mm apart including drilling12 mm diameter holes and plugging with cement mortar 1 :2(1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 3,000 | Sqm | 290 ₹8,70,000 | 276 ₹8,28,000 | 50 ₹1,50,000 Lowest |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 220 | Cum | 6,406 ₹14,09,320 | 6,392 ₹14,06,240 | 6,060 ₹13,33,200 Lowest |
| 7.00 | 1:4:8 (1 Cement : 4 coarse sand derived from
natural sources : 8 graded stone aggregate 40
mm nominal size derived from natural sources) | 370 | Cum | 6,080 ₹22,49,600 | 6,066 ₹22,44,420 | 6,060 ₹22,42,200 Lowest |
| 8.00 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from
natural sources). | 270 | Sqm | 455 ₹1,22,850 | 441 ₹1,19,070 | 440 ₹1,18,800 Lowest |
| 9.00 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a
piece of cloth lightly soaked in kerosene oil. | 283 | Sqm | 144 ₹40,752 | 130 ₹36,790 | 50 ₹14,150 Lowest |
| 10.00 | 1:2:4 (1 cement : 2 coarse sand derived from
natural sources : 4 graded stone aggregate 20
mm nominal size derived from natural sources) | 13 | Cum | 7,030 ₹91,390 | 7,016 ₹91,208 | 7,000 ₹91,000 Lowest |
Tender Value
₹36.3 Cr
EMD Value
₹61.3 L
Closing Date
19 May 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 MULTILEVEL PARKING AND EMERGENCY FIRST AID BUILDING AT NEELKANTH, PAURI GARHWAL, UTTARAKHAND
2026_MDPEY_94686_1
1546/Nivida(Garh)Pauri/12 Dt.22/04/2026
Open Tender
Civil Works
Item Rate
540 days
NEELKANTH
Please refer tender document
3 documents required · 3 mandatory
₹11,800
PM,Temp.Const.Unit, UKPJN, Pauri
₹61.3 L
Dehradun
4 Jul 2026
25 Apr 2026
20 May 2026
25 Apr 2026
19 May 2026
5 May 2026
26 Apr 2026 - 2 May 2026
4 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 excavatedearth lead upto 50 m and for all lift, as directed by Engineer-in-charge.. :All kinds of soil. | 5,000 | Cum | - | - |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil | 1,000 | Cum | - | - |
| 3 | 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 and for all lift. | 3,950 | Cum | - | - |
| 4 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 300 | Cum | - | - |
| 5 | Treatment of soil under existing floors using chemical
emulsion @ one litre per hole, 300 mm apart including drilling12 mm diameter holes and plugging with cement mortar 1 :2(1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 3,000 | Sqm | - | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 220 | Cum | - | - |
| 7 | 1:4:8 (1 Cement : 4 coarse sand derived from
natural sources : 8 graded stone aggregate 40
mm nominal size derived from natural sources) | 370 | Cum | - | - |
| 8 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from
natural sources). | 270 | Sqm | - | - |
| 9 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a
piece of cloth lightly soaked in kerosene oil. | 283 | Sqm | - | - |
| 10 | 1:2:4 (1 cement : 2 coarse sand derived from
natural sources : 4 graded stone aggregate 20
mm nominal size derived from natural sources) | 13 | Cum | - | - |
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