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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 CrAdmitted-Finance | ₹5.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.0 Cr+₹5.4 L (0.91%)Admitted-Finance 1217 SHIVAM VIHAR GANESHPUR ROORKEE HARIDWAR | ₹6.0 Cr+₹5.4 L (0.91%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical GRAM KANGRI POST SHYAMUR DISTRICT HARIDWAR UTTARAKHAND | - | - | Rejected-Technical Not Technically Qualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Technically Qualified |
| 5 | Rejected-Technical 3 7 PADI GALI VIKAS NAGAR DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | - | - | Rejected-Technical Not Technically Qualified |
| Sl No | Description | Qty | Unit | M/S Ravindra Builders and Engineers L1 | M/s Lakshay Construction L2 |
|---|---|---|---|---|---|
| 1.00 | 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. All kinds of soil. | 1,916.88 | Cum | 180 ₹3,45,038.4 | 100 ₹1,91,688 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. | 1,680 | Cum | 130 ₹2,18,400 | 100 ₹1,68,000 Lowest |
| 3.00 | Carriage Of material By Mechanical Transport includingloading,unloading and stacking.of lead 15Km | 1,680 | Cum | 10 ₹16,800 Lowest | 200 ₹3,36,000 |
| 4.00 | 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. | 2,903.9 | Cum | 150 ₹4,35,585 | 100 ₹2,90,390 Lowest |
| 5.00 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion 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: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 692.14 | Sqm | 150 ₹1,03,821 Lowest | 203 ₹1,40,504.42 |
| 6.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 239.66 | Cum | 400 ₹95,864 Lowest | 500 ₹1,19,830 |
| 7.00 | 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). | 116.86 | Cum | 5,000 ₹5,84,300 | 3,500 ₹4,09,010 Lowest |
| 8.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 4.5 | Cum | 6,400 ₹28,800 | 5,557 ₹25,006.5 Lowest |
| 9.00 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). | 67.8 | Sqm | 200 ₹13,560 Lowest | 269 ₹18,238.2 |
| 10.00 | Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7kg 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. | 67.8 | Sqm | 100 ₹6,780 | 95 ₹6,441 Lowest |
Tender Value
₹7.4 Cr
EMD Value
₹14.8 L
Closing Date
27 Apr 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 BARRACK (240 BEDDED) FOR RECRUIT TRAINING AT IRB-II, DEHRADUN, UTTARAKHAND
2026_MDPEY_93942_1
1265/Nivida(Garh)D.Dun/30 Dt 06/04/2026
Open Tender
Civil Works
Item Rate
365 days
IRB-II
Please refer tender document
3 documents required · 3 mandatory
₹5,900
PM, Const.Unit, UKPJN, Dehradun
₹14.8 L
Dehradun
21 May 2026
8 Apr 2026
28 Apr 2026
8 Apr 2026
27 Apr 2026
14 Apr 2026
9 Apr 2026 - 10 Apr 2026
13 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. All kinds of soil. | - | 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. | - | Cum | - | - |
| 3 | Carriage Of material By Mechanical Transport includingloading,unloading and stacking.of lead 15Km | - | Cum | - | - |
| 4 | 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 | - | - |
| 5 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion 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: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | - | Sqm | - | - |
| 6 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | - | Cum | - | - |
| 7 | 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). | - | Cum | - | - |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 9 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). | - | Sqm | - | - |
| 10 | Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7kg 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. | - | Sqm | - | - |
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