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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.0 LAccepted-AOC 331 13 3RD FLOOR NAKO BUILDING OPPOSITE RTO OFFICE SAULI KHAD DISTT MANDI 175001 | MANDI | MANDI | HIMACHAL PRADESH | 175001 | ₹42.0 L | L1 | Accepted-AOC Quoted rates are lowest |
| 2 | L2₹50.3 LRejected-Finance | ₹50.3 L | L2 | Rejected-Finance Quoted rates are higher |
| 3 | L3₹50.4 LRejected-Finance | ₹50.4 L | L3 | Rejected-Finance Quoted rates are higher |
| Sl No | Description | Qty | Unit | Kuldeep Chand Rana L3 | Dinesh Kumar Sharma Const. (P) Limited L1 | NIKHIL THAKUR L2 |
|---|---|---|---|---|---|---|
| 1.00 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, 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. | 5,796 | Sqm | 3 ₹17,388 | 27 ₹1.6 L | 1 ₹5,796 |
| 2.00 | Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 1,449 | Cum | 300 ₹4.3 L | 90 ₹1.3 L | 290 ₹4.2 L |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 20 | Cum | 7,000 ₹1.4 L | 7,500 ₹1.5 L | 6,500 ₹1.3 L |
| 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 :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 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. | 10 | Cum | 5,000 ₹50,000 | 6,800 ₹68,000 | 4,800 ₹48,000 |
| 5.00 | 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. | 103 | Sqm | 300 ₹30,900 | 100 ₹10,300 | 200 ₹20,600 |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.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. | 500 | Kg | 100 ₹50,000 | 105 ₹52,500 | 75 ₹37,500 |
| 7.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within all lead as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 15.05 | Cum | 200 ₹3,010 | 350 ₹5,267.50 | 120 ₹1,806 |
| 8.00 | 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 equiped 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. 50mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 210 | Cum | 10,900 ₹22.9 L | 9,000 ₹18.9 L | 11,500 ₹24.1 L |
| 9.00 | 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 equiped 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. 30 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 126 | Cum | 14,900 ₹18.8 L | 12,600 ₹15.9 L | 14,500 ₹18.3 L |
| 10.00 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :On bituminous surface @ 0.50 Kg / sqm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 4,200 | Sqm | 35 ₹1.5 L | 36 ₹1.5 L | 30 ₹1.3 L |
Updated dates
Tender Value
₹50.5 L
EMD Value
₹1.0 L
Closing Date
19 Nov 2025, 6:00 pmClosed
Superintending Engineer IIT Mandi Kamand
O/o Superintending Engineer, North Campus of IIT Mandi Kamand HP
Repairing work of existing navalaya road from bridge over Kataula khad to UG hostel at South Campus of IIT Mandi
2025_IITMD_882503_1
IIT Mandi (CW)/SE-1772/2025 -26/ 2110-12 dated 22-10-2025
Open Tender
Civil Works - Roads
90 days
South Campus of IIT Mandi
Please refer to NIT
2 documents required · 2 mandatory
₹1,180
The Registrar IIT Mandi
₹1.0 L
17 Mar 2026
22 Oct 2025
21 Nov 2025
22 Oct 2025
19 Nov 2025
22 Oct 2025
22 Oct 2025 - 19 Nov 2025
Amount
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, 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.
Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 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.
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.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.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.
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within all lead as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts.
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 equiped 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. 50mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts.
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 equiped 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. 30 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts.
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :On bituminous surface @ 0.50 Kg / sqm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts.
NIKHIL THAKUR (BID ID -3319893)
Kuldeep Chand Rana (BID ID -3319819)
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