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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAccepted-Finance VILL P O DHAGWAR TEHSIL DHARAMSHALA DISTT KANGRA HP | ₹3.7 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹3.7 Cr+₹2.2 L (0.59%)Accepted-Finance HOUSE NO 5 ADRASH COLONY BALAJI VIHAR KANGRA HP | ₹3.7 Cr+₹2.2 L (0.59%) | L2 | Accepted-Finance L2 |
| 3 | L3₹3.7 Cr+₹5.7 L (1.56%)Accepted-Finance | ₹3.7 Cr+₹5.7 L (1.56%) | L3 | Accepted-Finance L3 |
| 4 | L4₹4.3 Cr+₹61.4 L (16.7%)Accepted-Finance | ₹4.3 Cr+₹61.4 L (16.7%) | L4 | Accepted-Finance L4 |
| 5 | L5₹4.3 Cr+₹61.4 L (16.7%)Accepted-Finance | ₹4.3 Cr+₹61.4 L (16.7%) | L5 | Accepted-Finance L5 |
| Sl No | Description | Qty | Unit | MCC POWER PROJECTS PVT. LTD. L2 | Suket Construction Co. Pvt. Ltd. L3 | RAKESH RANA L6 | NAVNEET SHARMA L5 | Magnus Infratech Private Limited L4 | 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 stone recovered at site should be stacked at site and to be handed over to the site engineer. | 795 | Cum | 250 ₹1,98,750 Lowest | 300 ₹2,38,500 | 400 ₹3,18,000 | 499 ₹3,96,705 | 350 ₹2,78,250 | 250 ₹1,98,750 Lowest |
| 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-in-charge.Hard rock (requiring blasting) All kinds of stone recovered at site should be stacked at site and to be handed over to the site engineer. | 1,616.48 | cum | 315 ₹5,09,191.2 Lowest | 400 ₹6,46,592 | 450 ₹7,27,416 | 1,500 ₹24,24,720 | 1,200 ₹19,39,776 | 422 ₹6,82,154.56 |
| 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 | 550 | sqm | 515 ₹2,83,250 | 400 ₹2,20,000 | 400 ₹2,20,000 | 299 ₹1,64,450 Lowest | 460 ₹2,53,000 | 300 ₹1,65,000 |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns,
etc. for mass concrete | 616 | sqm | 450 ₹2,77,200 | 500 ₹3,08,000 | 400 ₹2,46,400 | 199 ₹1,22,584 Lowest | 350 ₹2,15,600 | 200 ₹1,23,200 |
| 5.00 | Centering and shuttering including strutting, propping
etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts
and Struts | 1,344 | sqm | 515 ₹6,92,160 | 500 ₹6,72,000 | 600 ₹8,06,400 | 399 ₹5,36,256 Lowest | 650 ₹8,73,600 | 400 ₹5,37,600 |
| 6.00 | Centering and shuttering including strutting, propping
etc. and removal of form for :Suspended floors, roofs, landings, balconies
and access platform | 1,400 | sqm | 315 ₹4,41,000 | 500 ₹7,00,000 | 600 ₹8,40,000 | 199 ₹2,78,600 Lowest | 450 ₹6,30,000 | 500 ₹7,00,000 |
| 7.00 | Centering and shuttering including strutting, propping
etc. and removal of form for :Lintels, beams, plinth beams, girders,
bressumers and cantilevers | 1,012.5 | sqm | 301.77 ₹3,05,542.13 | 500 ₹5,06,250 | 450 ₹4,55,625 | 199 ₹2,01,487.5 Lowest | 650 ₹6,58,125 | 300 ₹3,03,750 |
| 8.00 | 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) | 525 | Cum | 6,300 ₹33,07,500 | 5,700 ₹29,92,500 | 7,100 ₹37,27,500 | 6,599 ₹34,64,475 | 7,350 ₹38,58,750 | 5,347 ₹28,07,175 Lowest |
| 9.00 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works upto plinth level | 182.7 | cum | 9,000 ₹16,44,300 | 7,400 ₹13,51,980 Lowest | 9,700 ₹17,72,190 | 13,000 ₹23,75,100 | 8,950 ₹16,35,165 | 8,350 ₹15,25,545 |
| 10.00 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works above plinth level upto floor V level | 945 | cum | 9,000 ₹85,05,000 | 7,450 ₹70,40,250 Lowest | 9,500 ₹89,77,500 | 9,499 ₹89,76,555 | 9,250 ₹87,41,250 | 8,200 ₹77,49,000 |
Tender Value
₹4.7 Cr
EMD Value
₹9.4 L
Closing Date
11 Jun 2026, 5:00 pmClosed
MD CUM CEO, DSCL
MD CUM CEO, SAMRIDHI BHAWAN, DSCL, DHARAMSHALA
Construction of Road along Samridhi Bhawan, Charan
2026_DSCL1_134759_1
DSCL/2026/06
Open Tender
Civil Works
Item Rate
365 days
charan, Dharamshala
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
Yes
MD CUM CEO
₹9.4 L
Yes
1 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 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-in-charge.Hard rock (requiring blasting) All kinds of 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 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns,
etc. for mass concrete | - | sqm | - | - |
| 5 | Centering and shuttering including strutting, propping
etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts
and Struts | - | sqm | - | - |
| 6 | Centering and shuttering including strutting, propping
etc. and removal of form for :Suspended floors, roofs, landings, balconies
and access platform | - | sqm | - | - |
| 7 | Centering and shuttering including strutting, propping
etc. and removal of form for :Lintels, beams, plinth beams, girders,
bressumers and cantilevers | - | sqm | - | - |
| 8 | 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 | - | - |
| 9 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works upto plinth level | - | cum | - | - |
| 10 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works above plinth level upto floor V level | - | cum | - | - |
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