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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance NEAR SBI TAKULA ROAD DISTT BAGESHWAR | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹6.6 L (4.23%)Admitted-Finance NEAR ROADWAYS WORKSHOP PITHORAGARH DISTRICT PITHORAGARH | ₹1.6 Cr+₹6.6 L (4.23%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | D N CONSTRUCTION L2 | PARIHAR CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. :All kinds of soil. | 185.63 | Cum | 172.71 ₹32,060.16 Lowest | 172.71 ₹32,060.16 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 disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed.: Ordinary rock | 37.13 | Cum | 485.43 ₹18,024.02 Lowest | 485.43 ₹18,024.02 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. | 286.22 | Cum | 190.71 ₹54,585.02 Lowest | 190.71 ₹54,585.02 Lowest |
| 4.00 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 17.84 | Cum | 2,066.41 ₹36,864.75 | 1,000 ₹17,840 Lowest |
| 5.00Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : | |||||
| 6.00 | (A) All kinds of soil, Pipes, cables etc. not exceeding 80 mm dia | 6 | R.M | 209.78 ₹1,258.68 | 80 ₹480 Lowest |
| 7.00 | (B) All kinds of soil, Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 120 | R.M | 342.64 ₹41,116.8 | 100 ₹12,000 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 :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 38.92 | Cum | 6,628.08 ₹2,57,964.87 Lowest | 6,628.08 ₹2,57,964.87 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). | 26.97 | Sqm | 399.76 ₹10,781.53 Lowest | 399.76 ₹10,781.53 Lowest |
| 10.00 | 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. | 26.97 | Sqm | 142.2 ₹3,835.13 | 50 ₹1,348.5 Lowest |
Tender Value
₹1.6 Cr
EMD Value
₹3.3 L
Closing Date
3 Jun 2026, 3:00 pmClosed
Project Manager
Office of the Project Manager Bridcul Pithoragarh, 1st floor, Bhatt Engineering, Army Cantt Road, Jakhni Tiraha, Pithoragarh.262501.
Construction of Food Godown and Residential Block at Talai,Kapkot,Distt Bageshwar.
2026_BRID3_95346_1
121/BRIDCUL/Tender/2025-26
Open Tender
Civil Works - Buildings
Item Rate
365 days
Kapkot
Please refer Tender Documents.
3 documents required · 3 mandatory
₹5,900
PM - BRIDCUL
₹3.3 L
Office of the Project Manager BRIDCUL Pithoragarh.
12 Jun 2026
12 May 2026
3 Jun 2026
13 May 2026
3 Jun 2026
13 May 2026
15 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 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. :All kinds of soil. | 185.63 | 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 disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed.: Ordinary rock | 37.13 | 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. | 286.22 | Cum | - | - |
| 4 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 17.84 | Cum | - | - |
| 5 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : | - | - | - | - |
| 6 | (A) All kinds of soil, Pipes, cables etc. not exceeding 80 mm dia | 6 | R.M | - | - |
| 7 | (B) All kinds of soil, Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 120 | R.M | - | - |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 38.92 | 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). | 26.97 | Sqm | - | - |
| 10 | 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. | 26.97 | Sqm | - | - |
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