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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance SIRSA | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.4 CrAdmitted-Finance 724 16 GURU NANAK NAGAR JAIL ROAD GURDASPUR 143521 | GURDASPUR | GURDASPUR | PUNJAB | 143521 | ₹1.4 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.4 CrAdmitted-Finance AMRITSAR PIN 143001 | AMRITSAR | AMRITSAR | PUNJAB | 143001 | ₹1.4 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S RAVI HYDRO POWER L2 | PUNJAB CONSTRUCTION COMPANY L4 | M/s. shivji Singla and Sons, SIRSA L1 | MS GARGA ASSOCIATES L7 | CHANAN SINGH AND CO L6 | BABA CONTRACTOR L3 | TECHNOAND ASSOCIATES L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Restoration of the damaged protection works of the aqueduct affected | ||||||||||
| 1.01 | Providing and constructing gabian structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire. | 1,950 | Cum | 3,445 ₹67.2 L | 3,833 ₹74.7 L | 3,495 ₹68.2 L | 4,281 ₹83.5 L | 4,000 ₹78 L | 3,583 ₹69.9 L | 3,800 ₹74.1 L |
| 1.02 | Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects | 1,000 | Hr. | 42 ₹42,000 | 3 ₹3,000 | 10 ₹10,000 | 33 ₹33,000 | 35.14 ₹35,140 | 33 ₹33,000 | 22 ₹22,000 |
| 1.03 | Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:- ((a)) Top Layer:Top layer :Top Layer:Top layer : ----- Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4mm with uniformity coefficient 2.00 to 3.00) from Pathankot or other approved source. | 650 | Cum | 1,850 ₹12.0 L | 1,503 ₹9.8 L | 740 ₹4.8 L | 1,295 ₹8.4 L | 700 ₹4.5 L | 1,462 ₹9.5 L | 1,300 ₹8.4 L |
| 1.04 | Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. (B) Random Rubble Masonry | 747.3 | Cum | 4,089 ₹30.6 L | 4,303 ₹32.2 L | 3,840 ₹28.7 L | 5,113 ₹38.2 L | 4,933 ₹36.9 L | 4,252 ₹31.8 L | 4,450 ₹33.3 L |
| 1.05 | 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 combined lead upto 30m. | 672 | Cum | 38 ₹25,536 | 3 ₹2,016 | 30 ₹20,160 | 37 ₹24,864 | 10 ₹6,720 | 30 ₹20,160 | 35 ₹23,520 |
| 1.06 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. a) Disposal/carraige from 0 upto 450m. | 852.8 | Cum | 68 ₹57,990.40 | 3 ₹2,558.40 | 50 ₹42,640 | 65 ₹55,432 | 40 ₹34,112 | 54 ₹46,051.20 | 55 ₹46,904 |
| 1.07 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. b) Disposal/ carraige additional beyond 450m upto 1Km | 852.8 | Cum | 18 ₹15,350.40 | 3 ₹2,558.40 | 18 ₹15,350.40 | 17 ₹14,497.60 | 10 ₹8,528 | 14 ₹11,939.20 | 13 ₹11,086.40 |
| 1.08 | Compaction (i)) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. | 852.8 | Cum | 71 ₹60,548.80 | 3 ₹2,558.40 | 50 ₹42,640 | 68 ₹57,990.40 | 30 ₹25,584 | 56 ₹47,756.80 | 55 ₹46,904 |
| 1.09 | ((ii)) Extra for watering the earth/fly ash laid in 20 clayers as per specifications for compaction. | 852.8 | Cum | 17 ₹14,497.60 | 3 ₹2,558.40 | 20 ₹17,056 | 16 ₹13,644.80 | 10 ₹8,528 | 13 ₹11,086.40 | 13 ₹11,086.40 |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
15 May 2026, 10:00 amClosed
Executive Engineer
Office of Executive Engineer, SPK Dam Division, Shahpurkandi Township
Restoration of the damaged protection works of the aqueduct over Sukhral khad of Ravi Canal
2026_WR_166720_1
03/2026
Open Tender
Civil Works
Shahpurkandi Township
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹3.4 L
Office of Executive Engineer
5 Jun 2026
23 Apr 2026
15 May 2026
23 Apr 2026
15 May 2026
23 Apr 2026
29 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Restoration of the damaged protection works of the aqueduct affected | ||||||
| 1.01 | Providing and constructing gabian structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire. | - | Cum | - | - | item1 |
| 1.02 | Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects | - | Hr. | - | - | item2 |
| 1.03 | Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:- ((a)) Top Layer:Top layer :Top Layer:Top layer : ----- Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4mm with uniformity coefficient 2.00 to 3.00) from Pathankot or other approved source. | - | Cum | - | - | item3 |
| 1.04 | Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. (B) Random Rubble Masonry | 1 | Cum | - | - | item4 |
| 1.05 | 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 combined lead upto 30m. | - | Cum | - | - | item5 |
| 1.06 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. a) Disposal/carraige from 0 upto 450m. | 1 | Cum | - | - | item6 |
| 1.07 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. b) Disposal/ carraige additional beyond 450m upto 1Km | 1 | Cum | - | - | item7 |
| 1.08 | Compaction (i)) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. | 1 | Cum | - | - | item8 |
| 1.09 | ((ii)) Extra for watering the earth/fly ash laid in 20 clayers as per specifications for compaction. | 1 | Cum | - | - | item9 |
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