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Tender Value
₹77.7 L
EMD Value
₹1.6 L
Closing Date
22 Jun 2026, 6:00 pm
Superintending Engineer IIT Mandi Kamand
O/o Superintending Engineer, North Campus of IIT Mandi Kamand Distt. Mandi HP-175075
Construction of a shed for Bio-energy research facility in LP-07 at South Campus of IIT Mandi
2026_IITMD_910827_1
IIT Mandi (CW)/SE-1958/2026 -27/592-94 dated 29-05-2026
Open Tender
Civil Works
120 days
South Campus of IIT Mandi
Please refer to NIT
2 documents required · 2 mandatory
₹1,180
The Registrar IIT Mandi
₹1.6 L
29 May 2026
29 May 2026
24 Jun 2026
29 May 2026
22 Jun 2026
29 May 2026
29 May 2026 - 22 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 450 | Sqm | - | - |
| 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 getting out and disposal of excavated earth within all lead and lift as directed by Engineer-in-charge. All kinds of soil as per entire satisfaction and direction of Engineer-in-charge. | 1,391 | 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, within all lead and lift as per entire satisfaction and direction of Engineer-in-charge. | 208 | Cum | - | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 Cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 21 | Cum | - | - |
| 5 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum. All work up to plinth level as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 48 | Cum | - | - |
| 6 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of aggregate 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 37 | Sqm | - | - |
| 7 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 154 | Sqm | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 41 | Sqm | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 27 | Sqm | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 26 | Sqm | - | - |
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