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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.6 Cr+₹2.2 L (0.82%)Admitted-Finance 00 KANDHARPUR NEAR JUNIOR HIGH SCHOOL KANDHARPUR BAREILLY UTTAR PRADESH 243004 UDYAM UP 15 0021222 | BAREILLY | UTTAR PRADESH | 243004 | ₹2.6 Cr+₹2.2 L (0.82%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Technically Qulified |
| 4 | Rejected-Technical 1217 SHIVAM VIHAR GANESHPUR ROORKEE HARIDWAR | - | - | Rejected-Technical Not Technically Qulified |
| 5 | Rejected-Technical AICHOLI PRO BHUWAN CHANDRA JOSHI NEW BHATKOTE PITHORAGARH | ALMORA | UTTARAKHAND | 263601 | - | - | Rejected-Technical Not Technically Qulified |
| Sl No | Description | Qty | Unit | shri balaji enterprises L2 | M/S AIRSON CONTRUCTION COMPANY L1 |
|---|---|---|---|---|---|
| 1.00 | CARRIAGE OF Earth By Mechanical Transport including loading,unloading and stacking at site including filling with proper compation as directed by Engineerin-charge: | 325.4 | Cum | 172 ₹55,968.8 Lowest | 172 ₹55,968.8 Lowest |
| 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. | 909.41 | Cum | 206 ₹1,87,338.46 Lowest | 206 ₹1,87,338.46 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 m and lift upto 1.5 m. | 453.64 | Cum | 155 ₹70,314.2 Lowest | 155 ₹70,314.2 Lowest |
| 4.00 | 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: | 561.92 | Sqm | 245 ₹1,37,670.4 Lowest | 245 ₹1,37,670.4 Lowest |
| 5.00 | Supplying and filling in plinth with gola sand under floors, including watering, ramming, consolidating and dressing complete. | 52.46 | Cum | 1,682 ₹88,237.72 Lowest | 1,682 ₹88,237.72 Lowest |
| 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. | 128.69 | Cum | 554 ₹71,294.26 Lowest | 554 ₹71,294.26 Lowest |
| 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) | 122.67 | Cum | 5,444 ₹6,67,815.48 Lowest | 5,444 ₹6,67,815.48 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) | 5.68 | Cum | 6,239 ₹35,437.52 Lowest | 6,239 ₹35,437.52 Lowest |
| 9.00 | 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). | 76.94 | Sqm | 326 ₹25,082.44 Lowest | 326 ₹25,082.44 Lowest |
| 10.00 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. | 75.68 | Sqm | 593 ₹44,878.24 Lowest | 593 ₹44,878.24 Lowest |
Tender Value
₹2.7 Cr
EMD Value
₹5.3 L
Closing Date
17 Aug 2026, 5:00 pmClosed
General Manager
Office of Chief General Manager, Construction Wing, Uttarakhand Peyjal Nigam, Kamla Nagar(Opp. ONGC Hospital), Dehradun
CONSTRUCTION OF MALE BARRACK AT POLICE LINE ROSHNABAD ,HARIDWAR, UTTARAKHAND
2026_MDPEY_97848_1
2864/Nivida(Garh)Rishikesh/81 Dt. 18/07/2026
Open Tender
Civil Works
Item Rate
270 days
ROSHNABAD
Please refer tender document
3 documents required · 3 mandatory
₹5,900
PM,Const.Unit, UKPJN, Rishikesh
₹5.3 L
Dehradun
10 Sept 2026
20 Jul 2026
18 Aug 2026
20 Jul 2026
17 Aug 2026
29 Jul 2026
21 Jul 2026 - 27 Jul 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | CARRIAGE OF Earth By Mechanical Transport including loading,unloading and stacking at site including filling with proper compation as directed by Engineerin-charge: | 325.4 | Cum | - | - |
| 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. | 909.41 | 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 m and lift upto 1.5 m. | 453.64 | Cum | - | - |
| 4 | 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: | 561.92 | Sqm | - | - |
| 5 | Supplying and filling in plinth with gola sand under floors, including watering, ramming, consolidating and dressing complete. | 52.46 | Cum | - | - |
| 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. | 128.69 | 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) | 122.67 | 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) | 5.68 | Cum | - | - |
| 9 | 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). | 76.94 | Sqm | - | - |
| 10 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. | 75.68 | Sqm | - | - |
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