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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAccepted-Finance | ₹3.3 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹3.4 Cr+₹9.5 L (2.83%)Rejected-Finance VILL P O DHAGWAR TEHSIL DHARAMSHALA DISTT KANGRA HP | ₹3.4 Cr+₹9.5 L (2.83%) | L2 | Rejected-Finance L2 |
| 3 | L3₹4.1 Cr+₹72.9 L (21.8%)Rejected-Finance | ₹4.1 Cr+₹72.9 L (21.8%) | L3 | Rejected-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Rohit L2 | Ujjwal Singh L1 | CHANCHAL KHAJURIA L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Stone recovered from site to be handed over to the Engineer-in-Charge, | 346 | P/Cum | 390 ₹1,34,940 | 450 ₹1,55,700 | 350 ₹1,21,100 Lowest |
| 2.00 | Earthwork in excavation of foundation trenches for structures (Bridge work) complete including refilling trenches in 250mm layers, ramming and watering etc; and dressing of sides, bottom etc; including de-watering shoring and shuttering complete.Stone recovered from site to be handed over to the Engineer-in-Charge, | 2,406.52 | P/Cum | 900 ₹21,65,868 | 700 ₹16,84,564 Lowest | 950 ₹22,86,194 |
| 3.00 | Providing and Laying cement concrete 1:4:8 for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 | 794 | P/Cum | 5,147 ₹40,86,718 Lowest | 5,600 ₹44,46,400 | 6,000 ₹47,64,000 |
| 4.00 | Back filling behind abutment, wing wall and return wall complete as per drawing & Technical Specification Clause-1204.3.8 Granular material | 85.6 | P/Cum | 850 ₹72,760 | 1,200 ₹1,02,720 | 350 ₹29,960 Lowest |
| 5.00 | Providing weep holes in brick masonry / stone masonry, plain/ reinforced concrete abutment, wing walls, return walls, retaining walls with 100mm diameters, P.V.C. pipe extending through the full width of the structures with a slope of 1 vertical : 20 horizontal toward drawing face complete as per drawing and technical specification clauses 614, 709, 1207.3.7 | 90 | Each | 350 ₹31,500 Lowest | 450 ₹40,500 | 350 ₹31,500 Lowest |
| 6.00 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 23.23 | P/Cum | 6,000 ₹1,39,380 Lowest | 6,500 ₹1,50,995 | 7,800 ₹1,81,194 |
| 7.00 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M35 in abutment, Bed Block and dirt wall | 624.1 | P/Cum | 9,000 ₹56,16,900 | 8,500 ₹53,04,850 Lowest | 10,000 ₹62,41,000 |
| 8.00 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification Section 1600 & 2200 | 93.62 | P/Tonne | 94,000 ₹88,00,280 Lowest | 98,000 ₹91,74,760 | 1,20,000 ₹1,12,34,400 |
| 9.00 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications 1600 | 26.14 | Per tonne | 94,000 ₹24,57,160 Lowest | 1,05,000 ₹27,44,700 | 1,20,000 ₹31,36,800 |
| 10.00 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification 710.1.4.of IRC:78 and 2200 | 546.17 | P/Cum | 877 ₹4,78,991.09 | 1,500 ₹8,19,255 | 550 ₹3,00,393.5 Lowest |
Tender Value
₹4.1 Cr
EMD Value
₹8.1 L
Closing Date
5 Jun 2026, 5:00 pmClosed
MD CUM CEO, DHARAMSHALA SMART CITY LTD
MD CUM CEO, DHARAMSHALA SMART CITY LTD
Redevelopment of Charan Sub Head Construction of Bridge over Charan Khad, Dharamshala (H.P.)
2026_DSCL1_134732_1
DSCL/05/2026
Open Tender
Civil Works - Bridges
Item Rate
540 days
Charan Khad, Dharamshala (H.P.)
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
Yes
MD CUM CEO, DHARAMSHALA SMART CITY LTD.
₹8.1 L
Yes
1 Aug 2026
20 Apr 2026
6 Jun 2026
20 Apr 2026
5 Jun 2026
20 Apr 2026
20 Apr 2026 - 28 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Stone recovered from site to be handed over to the Engineer-in-Charge, | - | P/Cum | - | - |
| 2 | Earthwork in excavation of foundation trenches for structures (Bridge work) complete including refilling trenches in 250mm layers, ramming and watering etc; and dressing of sides, bottom etc; including de-watering shoring and shuttering complete.Stone recovered from site to be handed over to the Engineer-in-Charge, | - | P/Cum | - | - |
| 3 | Providing and Laying cement concrete 1:4:8 for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 | - | P/Cum | - | - |
| 4 | Back filling behind abutment, wing wall and return wall complete as per drawing & Technical Specification Clause-1204.3.8 Granular material | - | P/Cum | - | - |
| 5 | Providing weep holes in brick masonry / stone masonry, plain/ reinforced concrete abutment, wing walls, return walls, retaining walls with 100mm diameters, P.V.C. pipe extending through the full width of the structures with a slope of 1 vertical : 20 horizontal toward drawing face complete as per drawing and technical specification clauses 614, 709, 1207.3.7 | - | Each | - | - |
| 6 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | - | P/Cum | - | - |
| 7 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M35 in abutment, Bed Block and dirt wall | - | P/Cum | - | - |
| 8 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification Section 1600 & 2200 | - | P/Tonne | - | - |
| 9 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications 1600 | - | Per tonne | - | - |
| 10 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification 710.1.4.of IRC:78 and 2200 | - | P/Cum | - | - |
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