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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-Finance VILL P O DHAGWAR TEHSIL DHARAMSHALA DISTT KANGRA HP | ₹2.8 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹2.9 Cr+₹8.7 L (3.14%)Rejected-Finance | ₹2.9 Cr+₹8.7 L (3.14%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.2 Cr+₹39.2 L (14.1%)Rejected-Finance | ₹3.2 Cr+₹39.2 L (14.1%) | L3 | Rejected-Finance L3 |
| 4 | L4₹3.2 Cr+₹45.4 L (16.4%)Rejected-Finance | ₹3.2 Cr+₹45.4 L (16.4%) | L4 | Rejected-Finance L4 |
| 5 | L5₹3.3 Cr+₹49.1 L (17.7%)Rejected-Finance HOUSE NO 5 ADRASH COLONY BALAJI VIHAR KANGRA HP | ₹3.3 Cr+₹49.1 L (17.7%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | MCC POWER PROJECTS PVT. LTD. L5 | Suket Construction Co. Pvt. Ltd. L2 | RAKESH RANA L4 | Magnus Infratech Private Limited L3 | Rohit L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation work by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains, including dressing of sides and ramming of bottoms, including getting out the excavated soil/ordinary rock and disposal of surplus excavated soils upto all lead and lift as per direction of Engineer In Charge. All kinds of soil stone recovered at site should be stacked at site and to be handed over to the site engineer. | 1,008 | Cum | 195 ₹1,96,560 Lowest | 300 ₹3,02,400 | 400 ₹4,03,200 | 350 ₹3,52,800 | 230 ₹2,31,840 |
| 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 lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge Hard rock (requiring blasting) All kinds of soil stone recovered at site should be stacked at site and to be handed over to the site engineer. | 225 | cum | 350 ₹78,750 Lowest | 400 ₹90,000 | 500 ₹1,12,500 | 1,350 ₹3,03,750 | 417 ₹93,825 |
| 3.00 | Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 1,792 | SQM | 350 ₹6,27,200 Lowest | 400 ₹7,16,800 | 500 ₹8,96,000 | 500 ₹8,96,000 | 400 ₹7,16,800 |
| 4.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto all lead also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete | 1,300 | cum | 200 ₹2,60,000 Lowest | 700 ₹9,10,000 | 350 ₹4,55,000 | 420 ₹5,46,000 | 350 ₹4,55,000 |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to all level 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) | 2,346 | Cum | 7,000 ₹1,64,22,000 | 5,800 ₹1,36,06,800 Lowest | 6,800 ₹1,59,52,800 | 6,750 ₹1,58,35,500 | 5,822 ₹1,36,58,412 |
| 6.00 | Providing and laying cement concrete mechanically mixed 1:4:8 (1 cement: 4 sand: 8 graded stone aggregate 40mm nominal size) curing complete including cost of form work in foundation and plinth including carriage of material upto all leads and lifts and as per direction of Engineer in charge.(shuttering included) | 28 | Cum | 6,900 ₹1,93,200 | 5,700 ₹1,59,600 | 7,000 ₹1,96,000 | 6,200 ₹1,73,600 | 5,600 ₹1,56,800 Lowest |
| 7.00 | Random rubble masonry with hard stone in superstructure all level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) | 110.4 | cum | 6,200 ₹6,84,480 | 4,800 ₹5,29,920 Lowest | 7,500 ₹8,28,000 | 7,350 ₹8,11,440 | 6,500 ₹7,17,600 |
| 8.00 | Providing and filling of stone solling under pavement /boulder filling behind retaining walls of selected hard stone including carriage of material in all leads & lifts and as per direction of Engineer In Charge. | 336 | cum | 2,200 ₹7,39,200 | 1,400 ₹4,70,400 Lowest | 3,200 ₹10,75,200 | 1,800 ₹6,04,800 | 2,600 ₹8,73,600 |
| 9.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto all level. Thermo-Mechanically Treated bars of grade Fe-500D or more | 324 | KG | 90 ₹29,160 | 95 ₹30,780 | 110 ₹35,640 | 78 ₹25,272 Lowest | 110 ₹35,640 |
| 10.00 | Providing and laying at all level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 45 | cum | 9,500 ₹4,27,500 Lowest | 13,000 ₹5,85,000 | 9,800 ₹4,41,000 | 9,500 ₹4,27,500 Lowest | 10,000 ₹4,50,000 |
Tender Value
₹3.7 Cr
EMD Value
₹7.5 L
Closing Date
11 Jun 2026, 5:00 pmClosed
MD CUM CEO
MD CUM CEO DHARAMSHALA SMART CITY LTD
Redevelopment of Charan Sub Head Construction of Park, Footpath, Riverfront and Vending Zone at Charan, Dharamshala (H.P.)
2026_DSCL1_134756_1
DSCL/2026/04
Open Tender
Civil Works - Others
Item Wise
540 days
DHARAMSHALA
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
Yes
MD cum ceo
₹7.5 L
Yes
5 Aug 2026
21 Apr 2026
12 Jun 2026
21 Apr 2026
11 Jun 2026
21 Apr 2026
21 Apr 2026 - 28 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation work by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains, including dressing of sides and ramming of bottoms, including getting out the excavated soil/ordinary rock and disposal of surplus excavated soils upto all lead and lift as per direction of Engineer In Charge. All kinds of soil stone recovered at site should be stacked at site and to be handed over to the site engineer. | - | 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 lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge Hard rock (requiring blasting) All kinds of soil stone recovered at site should be stacked at site and to be handed over to the site engineer. | - | cum | - | - |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | - | SQM | - | - |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto all lead also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete | - | cum | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to all level 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 6 | Providing and laying cement concrete mechanically mixed 1:4:8 (1 cement: 4 sand: 8 graded stone aggregate 40mm nominal size) curing complete including cost of form work in foundation and plinth including carriage of material upto all leads and lifts and as per direction of Engineer in charge.(shuttering included) | - | Cum | - | - |
| 7 | Random rubble masonry with hard stone in superstructure all level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 8 | Providing and filling of stone solling under pavement /boulder filling behind retaining walls of selected hard stone including carriage of material in all leads & lifts and as per direction of Engineer In Charge. | - | cum | - | - |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto all level. Thermo-Mechanically Treated bars of grade Fe-500D or more | - | KG | - | - |
| 10 | Providing and laying at all level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | - | cum | - | - |
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