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| # | Company | Status |
|---|---|---|
| 1 | Rejected-Technical BHALLA FARM NO 8 SHYAMPUR RISHIKESH DEHRADUN UTTARAKHAND | DEHRADUN | UTTARAKHAND | 248001 | Rejected-Technical bid is non responsive |
| 2 | Rejected-Technical ANANDIPURAM KUSUMKHERA HALDWANI | NAINITAL | UTTARAKHAND | 244713 | Rejected-Technical bid is non responsive |
| 3 | Rejected-Technical BHAJAN GARH KAILASH GATE MUNI KI RETI DISTT TEHRI GARHWAL | Rejected-Technical bid is non responsive |
| 4 | Rejected-Technical 2 58 CIVIL LINE BHOTIYA PADAV HALDWANI NAINITAL | UDAM SINGH NAGAR | UTTARAKHAND | 244713 | Rejected-Technical bid is non responsive |
Tender Value
₹3.2 Cr
EMD Value
₹6.5 L
Closing Date
7 Jul 2026, 3:00 pmClosed
PM BRIDCUL
BRIDCUL Opp Govt ITI Niranjanpur Majra Dehradun
Development of Ghat at Shivpuri (Rishikesh) Dehradun, Uttarakhand
2026_BRID3_96911_1
487/BRIDCUL/233/26 Dated 19.06.2026
Open Tender
Civil Works
Item Rate
365 days
Rishikesh Dehradun
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Project Manager, Project Unit Dehradun, BRIDCUL
₹6.5 L
BRIDCUL Dehradun
29 Jul 2026
23 Jun 2026
7 Jul 2026
23 Jun 2026
7 Jul 2026
1 Jul 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | EARTH WORK | - | - | - | - |
| 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.All kinds of soil. | 1,506.42 | Cum | - | - |
| 3 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 81.97 | 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. | 5,167.55 | Cum | - | - |
| 5 | 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 | 616.91 | sqm | - | - |
| 6 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 58.79 | Cum | - | - |
| 7 | Excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift. | 97.18 | Cum | - | - |
| 8 | CONCRETE WORK | - | - | - | - |
| 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) | 105.26 | 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). | 74 | sqm | - | - |
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Tendernotice_1.pdf
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SBD_GHAT.pdf
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BOQ_114478.xls
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