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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹18.1 L (11.7%)Admitted-Finance | ₹1.7 Cr+₹18.1 L (11.7%) | L2 | Admitted-Finance |
| 3 | L3₹1.8 Cr+₹24.2 L (15.6%)Admitted-Finance | ₹1.8 Cr+₹24.2 L (15.6%) | L3 | Admitted-Finance |
| 4 | L4₹1.9 Cr+₹35.3 L (22.8%)Admitted-Finance | ₹1.9 Cr+₹35.3 L (22.8%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical bidder is not technically qualify |
| Sl No | Description | Qty | Unit | ms ajayhanda L2 | NIKHIL THAKUR L1 | Dinesh Kumar Sharma Const Pvt Ltd L3 | Ajmer Singh L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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 including carriage of material in all leads and lifts. | 13,085 | Cum | 175 ₹22,89,875 | 100 ₹13,08,500 Lowest | 190 ₹24,86,150 | 250 ₹32,71,250 |
| 2.00 | 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. Ordinary rock as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 1,710 | Cum | 185 ₹3,16,350 | 120 ₹2,05,200 Lowest | 205 ₹3,50,550 | 396 ₹6,77,160 |
| 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all lead and lift . All kinds of soil as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 410 | Cum | 250 ₹1,02,500 | 150 ₹61,500 Lowest | 205 ₹84,050 | 395 ₹1,61,950 |
| 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. | 700 | Cum | 500 ₹3,50,000 | 210 ₹1,47,000 | 90 ₹63,000 Lowest | 800 ₹5,60,000 |
| 5.00 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within all lead and lift as per entire satisfaction and direction of Engineer-in-charge. | 1,500 | Cum | 250 ₹3,75,000 | 50 ₹75,000 Lowest | 125 ₹1,87,500 | 300 ₹4,50,000 |
| 6.00 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer in-Charge. | 560 | Cum | 1,800 ₹10,08,000 Lowest | 2,249 ₹12,59,440 | 3,100 ₹17,36,000 | 1,800 ₹10,08,000 Lowest |
| 7.00 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | 535 | Cum | 2,100 ₹11,23,500 Lowest | 2,866 ₹15,33,310 | 3,200 ₹17,12,000 | 2,500 ₹13,37,500 |
| 8.00 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 6,597 | Sqm | 35 ₹2,30,895 | 60 ₹3,95,820 | 27 ₹1,78,119 | 16 ₹1,05,552 Lowest |
| 9.00 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. | 162 | Cum | 11,000 ₹17,82,000 Lowest | 13,500 ₹21,87,000 | 12,500 ₹20,25,000 | 11,000 ₹17,82,000 Lowest |
| 10.00 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. | 97 | Cum | 16,500 ₹16,00,500 | 16,500 ₹16,00,500 | 17,500 ₹16,97,500 | 15,900 ₹15,42,300 Lowest |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
12 Aug 2026, 6:00 pmClosed
Superintending Engineer IIT Mandi North Campus Kam
O/o Superintending Engineer IIT Mandi North Campus, Kamand Distt. Mandi HP-175075
Construction of the approach road with paving to the Agriculture land at LP-07 including construction of retaining walls, breast walls, drainage and cross drainage works, crash barriers at the South Campus of IIT Mandi
2026_IITMD_918542_1
IIT Mandi (CW)/SE-1971/2026-27/1265-67 dated 21.07.2026
Open Tender
Civil Works - Roads
Item Rate
180 days
South Campus of IIT Mandi
Please refer to NIT
2 documents required · 2 mandatory
₹1,180
The Registrar IIT Mandi
₹4.0 L
24 Aug 2026
22 Jul 2026
14 Aug 2026
22 Jul 2026
12 Aug 2026
22 Jul 2026
22 Jul 2026 - 12 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 including carriage of material in all leads and lifts. | 13,085 | Cum | - | - |
| 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. Ordinary rock as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 1,710 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all lead and lift . All kinds of soil as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 410 | 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. | 700 | Cum | - | - |
| 5 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within all lead and lift as per entire satisfaction and direction of Engineer-in-charge. | 1,500 | Cum | - | - |
| 6 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer in-Charge. | 560 | Cum | - | - |
| 7 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | 535 | Cum | - | - |
| 8 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 6,597 | Sqm | - | - |
| 9 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. | 162 | Cum | - | - |
| 10 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. | 97 | Cum | - | - |
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