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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.5 CrAdmitted-Finance NA | NA | NA | 121004 | ₹2.5 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S DEEPAK SEMWAL L2 | M/S NAGRAJA CONSTRUCTON L1 |
|---|---|---|---|---|---|
| 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. | 544 | Cum | 291.91 ₹1.6 L | 291.91 ₹1.6 L |
| 2.00 | 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. | 412 | Cum | 219.8 ₹90,557.60 | 219.8 ₹90,557.60 |
| 3.00 | Disposal of Earth | 139.65 | Cum | 366.35 ₹51,160.78 | 366.35 ₹51,160.78 |
| 4.00 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 453 | Sqm | 38.3 ₹17,349.90 | 38.3 ₹17,349.90 |
| 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 | 353.99 | cum | 347.7 ₹1.2 L | 347.7 ₹1.2 L |
| 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. | 103.64 | Cum | 785.56 ₹81,415.44 | 785.56 ₹81,415.44 |
| 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). | 78.13 | Cum | 7,639.14 ₹6.0 L | 7,639.14 ₹6.0 L |
| 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 :
1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | 8.64 | Cum | 9,353.63 ₹80,815.36 | 9,353.63 ₹80,815.36 |
| 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). | 53.46 | Sqm | 460.74 ₹24,631.16 | 460.74 ₹24,631.16 |
| 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. | 53.46 | Sqm | 163.9 ₹8,762.09 | 163.9 ₹8,762.09 |
Tender Value
₹2.5 Cr
EMD Value
₹6.1 L
Closing Date
13 Apr 2026, 4:00 pmClosed
S E PROJECT CIRCLE DEHRADUN
OFFICE OF SUPERINTENDING ENGINEER PROJECT CIRCLE DEHRADUN
CONSTRUCTION FOR VETERINARY HOSPITAL AT NAMTI CHETABAGGAD BAGESHWAR UTTARAKHAND
2026_IRDCE_93560_1
26/SE/2025-26 Dated 20.03.2026
Open Tender
Civil Works
365 days
Bhageswar
AS PER STANDARD BIDDING DOCUMENT
2 documents required · 2 mandatory
₹5,900
EXECUTIVE ENGINEER PROJECT DIVISION DEHRADUN
₹6.1 L
OFFICE OF S E PROJECT CIRCLE DEHRADUN
20 Apr 2026
27 Mar 2026
13 Apr 2026
27 Mar 2026
13 Apr 2026
28 Mar 2026
28 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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. | |||||
| 2Filling 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. | |||||
| 3Disposal of Earth | |||||
| 4Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | |||||
| 5Diluting 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 | |||||
| 6Excavating, 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. | |||||
| 7Providing 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). | |||||
| 8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | |||||
| 9Providing 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). | |||||
| 10Applying 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. | |||||
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