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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 CrAccepted-AOC VILLAGE JANDWAL PATHANKOT 145001 | PATHANKOT | PATHANKOT | PUNJAB | 145001 | ₹4.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹5.2 CrRejected-Finance | ₹5.2 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹5.9 CrRejected-Finance GURDASPUR CITY | ₹5.9 Cr | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | V.S. Saini L2 | CHANAN SINGH AND CO L1 | MS GARGA ASSOCIATES L3 |
|---|---|---|---|---|---|---|
| 1.00 | 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. | 631.8 | Cum | 30.98 ₹19,573.16 | 40 ₹25,272 | 38 ₹24,008.40 |
| 2.00 | 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 %. | 260.55 | Cum | 182 ₹47,420.10 | 180 ₹46,899 | 192 ₹50,025.60 |
| 3.00 | Cement concrete 1:4:8 with stone ballast 20mm gauge mixing by mechanical means using concrete mixer volumetric type. | 40.96 | Cum | 3,700 ₹1.5 L | 4,000 ₹1.6 L | 4,157 ₹1.7 L |
| 4.00 | Cement concrete 1:3:6 mixing by mechanical means using concrete mixer volumetric type | 203.04 | Cum | 4,000 ₹8.1 L | 4,400 ₹8.9 L | 4,497 ₹9.1 L |
| 5.00 | Cold twisted deFormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete. | 75.12 | Qtl | 7,800 ₹5.9 L | 8,000 ₹6.0 L | 8,011 ₹6.0 L |
| 6.00 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. | 131.75 | Cum | 5,500 ₹7.2 L | 5,700 ₹7.5 L | 5,736 ₹7.6 L |
| 7.00 | Weaving wire netting for wire crates including binding sides and partitions to make crate of 15 cm x 15 cm or 25 cm x 7.5 cm mesh to the satisfacton of Engineer-in-charge. | 28,954 | Sqm | 190 ₹55.0 L | 197 ₹57.0 L | 197 ₹57.0 L |
| 8.00 | Random rubble masonry built to courses in foundations and plinth in cement mortar 1:6 | 959.68 | Cum | 4,500 ₹43.2 L | 4,900 ₹47.0 L | 5,458 ₹52.4 L |
| 9.00 | Filling Boulder stone into crates and hand packing. | 4,588 | Cum | 1,310 ₹60.1 L | 1,259 ₹57.8 L | 1,596 ₹73.2 L |
| 10.00 | Providing and laying of Filter media of size 30-40mm with small boulder/stone at upstream side of retaining wall laid down as per clause 7 of IS 14458 part 5,provided over the entire surface behind the wall complete in all respect and the full height compacted to a firm condition complete as per drawing and Technical Specification. | 762.6 | Cum | 1,300 ₹9.9 L | 1,300 ₹9.9 L | 1,691 ₹12.9 L |
Tender Value
Refer Docs
EMD Value
₹12.5 L
Closing Date
2 Jan 2026, 9:00 amClosed
Xen RSD Civil Maintenance Division
Admin Block Executive Engineer RSD Civil Maintenance Division Shahpurkandi Township
Estimate for restoration and protection work Gabion Retaining wall at RD 1750 of Power House Road near Check Post 06.
2025_WR_155774_1
115/2025
Open Tender
Civil Works
170 days
Ranjit Sagar Dam Shahpurkandi Township
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹12.5 L
Executive Engineer RSD Civil Maintenance Division
2 Apr 2026
17 Dec 2025
2 Jan 2026
18 Dec 2025
2 Jan 2026
18 Dec 2025
24 Dec 2025
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 %.
Cement concrete 1:3:6 mixing by mechanical means using concrete mixer volumetric type
Random rubble masonry built to courses in foundations and plinth in cement mortar 1:6
Providing and laying of Filter media of size 2-4mm with small boulder/stone at upstream side of retaining wall laid down as per clause 7 of IS 14458 part 5,provided over the entire surface behind the wall complete in all respect and the full height compacted to a firm condition complete as per drawing and Technical Specification.
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.
Providing and laying of ordinary soil/clay including ramming, watering and consolidating complete in all respect and as per drawing and Technical Specification.
Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications.
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