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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAccepted-AOC 1111 PHASE 3 MODEL TOWN BATHINDA 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹4.2 Cr | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹4.5 Cr+₹28.2 L (6.72%)Rejected-AOC | ₹4.5 Cr+₹28.2 L (6.72%) | L2 | Rejected-AOC Not Lowest |
| 3 | L3₹4.6 Cr+₹37.9 L (9.00%)Rejected-AOC | ₹4.6 Cr+₹37.9 L (9.00%) | L3 | Rejected-AOC Not Lowest |
| 4 | L4₹4.9 Cr+₹68.5 L (16.3%)Rejected-AOC 47 C MODEL TOWN EXTENSION LUDHIANA PB | LUDHIANA | PUNJAB | 141001 | ₹4.9 Cr+₹68.5 L (16.3%) | L4 | Rejected-AOC Not Lowest |
| 5 | L5₹4.9 Cr+₹69.0 L (16.4%)Rejected-AOC | ₹4.9 Cr+₹69.0 L (16.4%) | L5 | Rejected-AOC Not Lowest |
| Sl No | Description | Qty | Unit | V.S. Saini L3 | MANMOHAN SINGH CONTRACTOR L4 | SEEMAX AGGREGATE AND CONCRETE L5 | Ample Construction Co. L2 | AMANDEEP SINGH CONTRACTOR L1 | MS GARGA ASSOCIATES L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in RBM / 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 ncluding all lifts and combined lead upto 30m. | 5,299.6 | Cum | 29 ₹1,53,688.4 | 40 ₹2,11,984 | 36 ₹1,90,785.6 | 35 ₹1,85,486 | 27 ₹1,43,089.2 Lowest | 38 ₹2,01,384.8 |
| 2.00 | Carriage of Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone
boulders, Kankar and building rubbish, Earth. For 90 m With Katcha (From Site of work to site of disposal) | 5,299.6 | Cum | 49 ₹2,59,680.4 | 56 ₹2,96,777.6 | 54 ₹2,86,178.4 | 33 ₹1,74,886.8 Lowest | 39 ₹2,06,684.4 | 55 ₹2,91,478 |
| 3.00 | Stacking /Disposal of oversize stones from the excavated material available from Manual picking/removing to get the material having sizes more than 150mm with carriage of 90 m with katcha (from site of disposal to site of work) as per instructions of the Engineer complete in all respects. | 1,222.98 | Cum | 79 ₹96,615.42 | 88 ₹1,07,622.24 | 81 ₹99,061.38 | 61 ₹74,601.78 Lowest | 62 ₹75,824.76 | 88 ₹1,07,622.24 |
| 4.00 | Carriage ,placing & compaction of Earth with average lead of 120 m (From site of disposal to site of work) as per instruction of Engineer | 4,076.62 | Cum | 79 ₹3,22,052.98 | 98 ₹3,99,508.76 | 90 ₹3,66,895.8 | 59 ₹2,40,520.58 Lowest | 68 ₹2,77,210.16 | 98 ₹3,99,508.76 |
| 5.00 | ,Excavation in RBM / Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity and Screening of the dumped material at Power House No 2 to get the material having sizes not more than 150mm , with Katcha if any as per instructions of the Engineer complete in all respects. | 30,597.3 | Cum | 99 ₹30,29,132.7 | 89.2 ₹27,29,279.16 | 120 ₹36,71,676 | 125 ₹38,24,662.5 | 75 ₹22,94,797.5 Lowest | 125 ₹38,24,662.5 |
| 6.00 | Loading , transporting ,placing & compaction the screened material in the layers not exceeding 250 mm thick in the Slope area & suitably compacted to achieve minimum relative density of not less than 70% with an average lead up to 2 km | 23,536.4 | Cum | 199 ₹46,83,743.6 | 130 ₹30,59,732 Lowest | 201 ₹47,30,816.4 | 140 ₹32,95,096 | 131 ₹30,83,268.4 | 219 ₹51,54,471.6 |
| 7.00 | Loading and Carriage of of Stone Left after screening of excavated material at Dumping Site For 2 Km With KatchaLeft after screening of excavated material at Dumping Site. | 7,060.9 | Cum | 169 ₹11,93,292.1 | 175 ₹12,35,657.5 | 153 ₹10,80,317.7 | 120 ₹8,47,308 Lowest | 123 ₹8,68,490.7 | 176 ₹12,42,718.4 |
| 8.00 | Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Including all lifts and leads complete in all respect as per requirment of site incharge | 213.76 | Cum | 4,899 ₹10,47,210.24 | 4,980 ₹10,64,524.8 | 4,800 ₹10,26,048 | 5,200 ₹11,11,552 | 3,486 ₹7,45,167.36 Lowest | 4,980 ₹10,64,524.8 |
| 9.00 | Random rubble masonry or polygonal rubble
masonry (Kentish Rag) or random or polygonal rubble built to courses in
cement mortar 1:6 Complete in all respects (Without Stone) | 8,658.01 | Cum | 3,299 ₹2,85,62,774.99 Lowest | 3,800 ₹3,29,00,438 | 3,600 ₹3,11,68,836 | 3,350 ₹2,90,04,333.5 | 3,404 ₹2,94,71,866.04 | 3,500 ₹3,03,03,035 |
| 10.00 | 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 with combined
lead upto 15 metres with percentage of gravel or
Kankar. & Loading & carriage of excavated material from the site to Dumping Site of Power House II upto 2km complete in all respects | 1,123.22 | Cum | 299 ₹3,35,842.78 | 345 ₹3,87,510.9 | 333 ₹3,74,032.26 | 200 ₹2,24,644 Lowest | 243 ₹2,72,942.46 | 347 ₹3,89,757.34 |
Tender Value
₹5.3 Cr
EMD Value
₹10.6 L
Closing Date
3 Feb 2026, 11:00 amClosed
Executive Engineer
SPK Power Houses Division Shahpurkandi Township
Restoration and Protection of Damaged Left Bank of TRC (99 MW) of Power House no 2 (below DC Pathankot Residence)
2026_WR_157775_1
01/2026
Open Tender
Civil Works
Item Rate
120 days
Madhopur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
Yes
₹10.6 L
Link mentioned in the NIT
24 Mar 2026
14 Jan 2026
3 Feb 2026
14 Jan 2026
3 Feb 2026
14 Jan 2026
29 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in RBM / 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 ncluding all lifts and combined lead upto 30m. | 5,299.6 | Cum | 1.25 | ₹6,624.5 |
| 2 | Carriage of Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone
boulders, Kankar and building rubbish, Earth. For 90 m With Katcha (From Site of work to site of disposal) | 5,299.6 | Cum | - | - |
| 3 | Stacking /Disposal of oversize stones from the excavated material available from Manual picking/removing to get the material having sizes more than 150mm with carriage of 90 m with katcha (from site of disposal to site of work) as per instructions of the Engineer complete in all respects. | 1,222.98 | Cum | 100 | ₹1,22,298 |
| 4 | Carriage ,placing & compaction of Earth with average lead of 120 m (From site of disposal to site of work) as per instruction of Engineer | 4,076.62 | Cum | 1.25 | ₹5,095.78 |
| 5 | ,Excavation in RBM / Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity and Screening of the dumped material at Power House No 2 to get the material having sizes not more than 150mm , with Katcha if any as per instructions of the Engineer complete in all respects. | 30,597.3 | Cum | 100 | ₹30,59,730 |
| 6 | Loading , transporting ,placing & compaction the screened material in the layers not exceeding 250 mm thick in the Slope area & suitably compacted to achieve minimum relative density of not less than 70% with an average lead up to 2 km | 23,536.4 | Cum | 1.25 | ₹29,420.5 |
| 7 | Loading and Carriage of of Stone Left after screening of excavated material at Dumping Site For 2 Km With KatchaLeft after screening of excavated material at Dumping Site. | 7,060.9 | Cum | - | - |
| 8 | Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Including all lifts and leads complete in all respect as per requirment of site incharge | 213.76 | Cum | 100 | ₹21,376 |
| 9 | Random rubble masonry or polygonal rubble
masonry (Kentish Rag) or random or polygonal rubble built to courses in
cement mortar 1:6 Complete in all respects (Without Stone) | 8,658.01 | Cum | 53 | ₹4,58,874.53 |
| 10 | 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 with combined
lead upto 15 metres with percentage of gravel or
Kankar. & Loading & carriage of excavated material from the site to Dumping Site of Power House II upto 2km complete in all respects | 1,123.22 | Cum | 10 | ₹11,232.2 |
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