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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.7 LAdmitted-Finance | ₹50.7 L | L1 | Admitted-Finance |
| 2 | L2₹53.8 LAdmitted-Finance VILLAGE BADDUN LOCALITY KATAULA TOWN KAMAND DISTT MANDI H P 175005 | KAMAND | MANDI | HIMACHAL PRADESH | 175005 | ₹53.8 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | CHANDVEER TOMER L1 | M/S Reetika Associates & Construction L2 |
|---|---|---|---|---|---|
| 1.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within all lead as per direction of Engineer - in - charge.
a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 13 | Cum | 2,334.25 ₹30,345.25 | 2,250 ₹29,250 Lowest |
| 2.00 | 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, within 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. | 618 | Cum | 243.54 ₹1,50,507.72 | 240 ₹1,48,320 Lowest |
| 3.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 350 | Cum | 730 ₹2,55,500 | 650 ₹2,27,500 Lowest |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a)1:1½:3 (1 Cement: 1½ 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. | 170 | Cum | 7,940 ₹13,49,800 Lowest | 8,100 ₹13,77,000 |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a)1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 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. | 18 | Cum | 7,160 ₹1,28,880 | 7,150 ₹1,28,700 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) 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 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. | 35 | Cum | 6,200 ₹2,17,000 | 6,150 ₹2,15,250 Lowest |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for :
a)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. | 222 | Sqm | 370 ₹82,140 | 360 ₹79,920 Lowest |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for :
a) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 1,429 | Sqm | 560 ₹8,00,240 Lowest | 810 ₹11,57,490 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for :
a) Suspended floors, roofs, landings, balconies and access platform as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 9 | Sqm | 870 ₹7,830 | 855 ₹7,695 Lowest |
| 10.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
a) Thermo-Mechanically Treated bars of grade Fe-500D or more as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 13,600 | Kg | 104 ₹14,14,400 | 99 ₹13,46,400 Lowest |
Tender Value
₹56.9 L
EMD Value
₹1.1 L
Closing Date
19 Aug 2026, 6:00 pmClosed
Superintending Engineer, North Campus of IITMan
O/o Superintending Engineer, North Campus of IIT Mandi Kamand Distt. Mandi HP-175075
Construction of drains from the backside of Griffon Canteen towards A5 Building, from the car parking area near check post at PNB Bank to the adjacent Nallah, from A7 Building to A6 Building, and at the backside the Mechanical Workshop South Campus
2026_IITMD_919689_1
IIT Mandi (CW)/SE-2004/2026 -27/1355-57 dated 28-07-2026
Open Tender
Civil Works
Item Rate
120 days
South Campus of IIT Mandi
Please refer to NIT
2 documents required · 2 mandatory
₹1,180
The Registrar IIT Mandi
₹1.1 L
31 Aug 2026
29 Jul 2026
21 Aug 2026
29 Jul 2026
19 Aug 2026
29 Jul 2026
29 Jul 2026 - 19 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within all lead as per direction of Engineer - in - charge.
a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 13 | Cum | - | - |
| 2 | 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, within 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. | 618 | Cum | - | - |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 350 | 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 :
a)1:1½:3 (1 Cement: 1½ 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. | 170 | Cum | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a)1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 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. | 18 | Cum | - | - |
| 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) 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 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. | 35 | Cum | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for :
a)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. | 222 | Sqm | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for :
a) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 1,429 | Sqm | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for :
a) Suspended floors, roofs, landings, balconies and access platform as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 9 | Sqm | - | - |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
a) Thermo-Mechanically Treated bars of grade Fe-500D or more as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 13,600 | Kg | - | - |
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