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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-Finance | ₹1.3 Cr | L1 | Accepted-Finance Quoted rates are lowest |
| Sl No | Description | Qty | Unit | HEM RAJ L1 |
|---|---|---|---|---|
| 1.00 | Civil items:
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 within all lead and lift as directed by Engineer-in- Charge:
a) All kinds of soil as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 525 | sqm | 120 ₹63,000 Lowest |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth within all lead and lift as directed by Engineer-in-Charge.
a) All kinds of soil as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 3,000 | Cum | 240 ₹7,20,000 Lowest |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth within all lead and lift as directed by Engineer-in-Charge.
a) Ordinary rock as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 40 | Cum | 490 ₹19,600 Lowest |
| 4.00 | 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, in all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all lead.
a) All kinds of soil as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 254 | Cum | 300 ₹76,200 Lowest |
| 5.00 | 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, within all lead and lift as per entire satisfaction and direction of Engineer-in-charge. | 135 | Cum | 180 ₹24,300 Lowest |
| 6.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 18 | Cum | 2,100 ₹37,800 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 :
a)1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 5 | Cum | 7,600 ₹38,000 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 :
a)1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 130 | Cum | 6,900 ₹8,97,000 Lowest |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form work for :
a)Foundations, footings, bases for columns as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 72 | Sqm | 320 ₹23,040 Lowest |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form work for :
a) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 100 | Sqm | 850 ₹85,000 Lowest |
Tender Value
₹1.4 Cr
EMD Value
₹2.7 L
Closing Date
9 Jul 2026, 3:00 pmClosed
Superintending Engineer IIT Mandi Kamand
O/o Superintending Engineer, North Campus of IIT Mandi, Kamand Distt. Mandi HP-175075
Site development for Garden Banquet Hall and construction of washroom facility at Vrindavan Vatika at North Campus of IIT Mandi
2026_IITMD_913676_1
IIT Mandi (CW)/SE-1913/2026 -27/ 818-20 dated 18-06-2026
Open Tender
Civil Works
Item Rate
150 days
North Campus of IIT Mandi
Please refer to NIT
2 documents required · 2 mandatory
₹1,180
The Registrar IIT Mandi
₹2.7 L
1 Sept 2026
18 Jun 2026
10 Jul 2026
18 Jun 2026
9 Jul 2026
18 Jun 2026
18 Jun 2026 - 9 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Civil items:
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 within all lead and lift as directed by Engineer-in- Charge:
a) All kinds of soil as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 525 | sqm | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth within all lead and lift as directed by Engineer-in-Charge.
a) All kinds of soil as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 3,000 | Cum | - | - |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth within all lead and lift as directed by Engineer-in-Charge.
a) Ordinary rock as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 40 | Cum | - | - |
| 4 | 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, in all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all lead.
a) All kinds of soil as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 254 | Cum | - | - |
| 5 | 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, within all lead and lift as per entire satisfaction and direction of Engineer-in-charge. | 135 | Cum | - | - |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 18 | 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 :
a)1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 5 | 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 :
a)1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 130 | Cum | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for :
a)Foundations, footings, bases for columns as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 72 | Sqm | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for :
a) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 100 | Sqm | - | - |
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