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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC | ₹2.6 Cr | L1 | Accepted-AOC contract signed |
| 2 | L2₹2.6 CrRejected-Finance | ₹2.6 Cr | L2 | Rejected-Finance Higher Bid |
| 3 | Rejected-Technical | - | - | Rejected-Technical Disqualify |
| Sl No | Description | Qty | Unit | RAVINDRA SINGH L1 | RAJEEV KOTHARI L2 |
|---|---|---|---|---|---|
| 1.00I | |||||
| 1.01 | Dressing of earth 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 lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 158.51 | Cum | 125 ₹19,813.75 | 127.01 ₹20,132.36 |
| 1.02 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | 94.56 | Cum | 170 ₹16,075.20 | 172.75 ₹16,335.24 |
| 1.03 | 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 lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 153.6 | Cum | 250 ₹38,400 | 250.88 ₹38,535.17 |
| 1.04 | 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. | 77.41 | Cum | 185 ₹14,320.85 | 190.75 ₹14,765.96 |
| 1.05 | Supplying and filling in plinth with sand under floors, including watering,
ramming, consolidating and dressing complete. | 44.99 | Cum | 2,000 ₹89,980 | 2,060.81 ₹92,715.84 |
| 1.06 | 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). | 98.16 | Cum | 6,500 ₹6.4 L | 6,626.4 ₹6.5 L |
| 1.07 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) | 74.54 | Cum | 7,500 ₹5.6 L | 7,572.25 ₹5.6 L |
| 1.08 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 2.64 | Cum | 7,500 ₹19,800 | 7,566.5 ₹19,975.56 |
| 1.09 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone
aggregate 12.5mm nominal size) | 14.81 | Cum | 370 ₹5,479.70 | 398.45 ₹5,901.04 |
Tender Value
₹2.6 Cr
EMD Value
₹5.6 L
Closing Date
10 Apr 2026, 12:00 pmClosed
Municipal Commissioner
Nagar Nigam Kotdwar office
CIVIL OF ABC CAMPUS
2026_MCNKD_93601_1
6523/ABC CENTER/2025-26
Open Tender
Civil Works - Buildings
180 days
Nagar Nigam Kotdwar
Please refer Tender documents.
3 documents required · 3 mandatory
₹9,440
Municipal Commissioner
₹5.6 L
30 Apr 2026
27 Mar 2026
10 Apr 2026
27 Mar 2026
10 Apr 2026
28 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1I | ||||||
| 1.01 | Dressing of earth 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 lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 1 | Cum | - | - | itemH1Code1 |
| 1.02 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | - | Cum | - | - | itemH1Code2 |
| 1.03 | 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 lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 1 | Cum | - | - | itemH1Code3 |
| 1.04 | 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. | 1 | Cum | - | - | itemH1Code4 |
| 1.05 | Supplying and filling in plinth with sand under floors, including watering,
ramming, consolidating and dressing complete. | - | Cum | - | - | itemH1Code5 |
| 1.06 | 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). | 1 | Cum | - | - | itemH1Code6 |
| 1.07 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) | - | Cum | - | - | itemH1Code7 |
| 1.08 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | - | Cum | - | - | itemH1Code8 |
| 1.09 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone
aggregate 12.5mm nominal size) | - | Cum | - | - | itemH1Code9 |
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