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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.7 LAccepted-AOC VILL ANJI P O BAROG TEH DISTT SOLAN HP | ₹17.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹20.0 L+₹2.3 L (13.0%)Rejected-Finance | ₹20.0 L+₹2.3 L (13.0%) | L2 | Rejected-Finance L2 |
| 3 | L3₹20.6 L+₹2.9 L (16.5%)Rejected-Finance BHUCHO | JAJAPUR | ODISHA | 755007 | ₹20.6 L+₹2.9 L (16.5%) | L3 | Rejected-Finance L3 |
| 4 | L4₹20.9 L+₹3.2 L (18.1%)Rejected-Finance KHANPUR CHOWK PATHANKOT PUNJAB | ₹20.9 L+₹3.2 L (18.1%) | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | Dhotra Construction Company L4 | Deepak Singh Govt Contractor L1 | Bhupinder Singh Contractors L2 | Rajinder Singh Contractor L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavations including handling of naterial with in 15meter through cut Rock excavation | 762.82 | cum | 1,007 ₹7,68,159.74 | 950 ₹7,24,679 | 865 ₹6,59,839.3 Lowest | 900 ₹6,86,538 |
| 2.00 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and leads. | 1,699.75 | cum | 38 ₹64,590.5 | 20 ₹33,995 Lowest | 140 ₹2,37,965 | 150 ₹2,54,962.5 |
| 3.00 | Earth work containing Gravel (in loose from in non cohesive binding material) work in excavation with occasional use of picks exclusive of compensation of earth undressed icluding all lifts and leads with percentage of gravel or Kankar. Exceeding 40 % but upto 60 %. | 50.08 | cum | 190 ₹9,515.2 | 60 ₹3,004.8 Lowest | 135 ₹6,760.8 | 150 ₹7,512 |
| 4.00 | Back filling with (Granular material) behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material, complete in all respect. | 72.87 | cum | 800 ₹58,296 | 750 ₹54,652.5 Lowest | 1,040 ₹75,784.8 | 1,100 ₹80,157 |
| 5.00 | Cement concrete 1:4:8 with stone ballast 20mm gauge mixing by mechanical means using concrete mixer volumetric type. | 3.57 | cum | 4,200 ₹14,994 | 3,000 ₹10,710 Lowest | 3,025 ₹10,799.25 | 3,100 ₹11,067 |
| 6.00 | Cement concrete 1:3:6 mixing by mechanical means using concrete mixer volumetric type | 29.89 | cum | 4,500 ₹1,34,505 | 3,500 ₹1,04,615 Lowest | 3,540 ₹1,05,810.6 | 3,600 ₹1,07,604 |
| 7.00 | Squared rubble masonry coursed (coursed rubble) in foundations and plinth in Cement mortar 1:6 | 180.29 | cum | 5,700 ₹10,27,653 | 4,600 ₹8,29,334 Lowest | 4,940 ₹8,90,632.6 | 5,000 ₹9,01,450 |
| 8.00 | Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wingwall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications | 26.2 | Mtr | 250 ₹6,550 | 200 ₹5,240 Lowest | 250 ₹6,550 | 260 ₹6,812 |
| 9.00 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 32.33 | Sqm | 200 ₹6,466 | 130 ₹4,202.9 Lowest | 190 ₹6,142.7 | 200 ₹6,466 |
Tender Value
Refer Docs
EMD Value
₹44,000
Closing Date
29 Jan 2026, 9:00 amClosed
Xen RSD Civil Maintenance Division
XEN RSD Civil Maintenance Division
Estimate for Restoration Protection and Realigment work at RD 11125 m of the Project Road
2026_WR_158028_1
116/2026
Open Tender
Civil Works
Item Rate
60 days
Ranjit Sagar Dam Shahpurkandi Township
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹44,000
Yes
30 May 2026
16 Jan 2026
29 Jan 2026
17 Jan 2026
29 Jan 2026
17 Jan 2026
Excavations including handling of naterial with in 15meter through cut Rock excavation
Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and leads.
Earth work containing Gravel (in loose from in non cohesive binding material) work in excavation with occasional use of picks exclusive of compensation of earth undressed icluding all lifts and leads with percentage of gravel or Kankar. Exceeding 40 % but upto 60 %.
Back filling with (Granular material) behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material, complete in all respect.
Cement concrete 1:4:8 with stone ballast 20mm gauge mixing by mechanical means using concrete mixer volumetric type.
Cement concrete 1:3:6 mixing by mechanical means using concrete mixer volumetric type
Squared rubble masonry coursed (coursed rubble) in foundations and plinth in Cement mortar 1:6
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wingwall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
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