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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S KOTKANDI CONST.PVT.LTD 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. | 1,503 | Sqm | 80 ₹1,20,240 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. | 191 | Cum | 280 ₹53,480 Lowest |
| 3.00 | 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, 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. | 153 | Cum | 290 ₹44,370 Lowest |
| 4.00 | 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. | 116 | Cum | 180 ₹20,880 Lowest |
| 5.00 | Excavating holes more than 0.10 cum & up to 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within all lead and lift
a) All kinds of soil as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 4 | Nos. | 80 ₹320 Lowest |
| 6.00 | 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. | 96 | Cum | 7,600 ₹7,29,600 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) 1:4:8 (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. | 209 | Cum | 5,700 ₹11,91,300 Lowest |
| 8.00 | 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. | 189 | Sqm | 320 ₹60,480 Lowest |
| 9.00 | 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. | 278 | Sqm | 480 ₹1,33,440 Lowest |
| 10.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 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. | 99 | Cum | 8,900 ₹8,81,100 Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹2.1 L
Closing Date
19 May 2026, 6:00 pmClosed
Suprintending Engineer IIT Mandi Kamand
O/o Superintending Engineer, North Camps IIT Mandi Kamand Distt. Mandi HP-175075
Development of rose garden and paved pathways and paved parking near the Kiran aircraft and Administrative block at North Campus of IIT Mandi
2026_IITMD_905810_1
IIT Mandi (CW)/SE-1914/2026-27/207-09 dated 17-04-2026
Open Tender
Civil Works
Item Rate
120 days
North Campus of IIT Mandi
Please refer to NIT
2 documents required · 2 mandatory
₹1,180
The Registrar IIT Mandi
₹2.1 L
5 Jun 2026
18 Apr 2026
21 May 2026
18 Apr 2026
19 May 2026
18 Apr 2026
18 Apr 2026 - 8 May 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. | - | 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. | - | 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, 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. | - | 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, within all lead and lift as per entire satisfaction and direction of Engineer-in-charge. | - | Cum | - | - |
| 5 | Excavating holes more than 0.10 cum & up to 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within all lead and lift
a) All kinds of soil as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | - | Nos. | - | - |
| 6 | 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. | - | 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) 1:4:8 (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. | - | Cum | - | - |
| 8 | 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. | - | Sqm | - | - |
| 9 | 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. | - | Sqm | - | - |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 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. | - | Cum | - | - |
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