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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAccepted-AOC KACHA THANDEWALA ROAD KKP ROAD MUKATSAR PUNJAB | FARIDKOT | PUNJAB | 151202 | ₹3.1 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹3.3 Cr+₹23.1 L (7.53%)Rejected-AOC 357 KOTKAPURA ROAD STREET NO 8 MUKTSAR PUNJAB 152026 | SRI MUKTSAR SAHIB | PUNJAB | 152026 | ₹3.3 Cr+₹23.1 L (7.53%) | L2 | Rejected-AOC Rejected |
Tender Value
Refer Docs
EMD Value
₹12.0 L
Closing Date
1 Apr 2026, 10:00 amClosed
Executive Engineer/Faridkot, Drainage-Cum Mini
Executive Engineer/Faridkot, Drainage-Cum Mining and Geology Division WRD, Punjab Faridkot.
Estimate for Flood Risk Mitigation by Construction of Sub Surface for Drainage System in water logged area of village Burra Gujjar in Distt. Sri Muktsar Sahib.
2026_WR_163157_1
009-Spl(A)/DCD/FDK/5-A
Open Tender
Civil Works
Item Rate
60 days
Executive Engineer/Faridkot, Drainage-Cum Mini
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
Yes
₹12.0 L
Yes
1 Jun 2026
10 Mar 2026
1 Apr 2026
11 Mar 2026
1 Apr 2026
11 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 22,907.48 | Cum | 100 | ₹22,90,748 |
| 2 | Rehandling of earth work with avg. lead 30 Mtr. | 22,907.48 | Cum | 100 | ₹22,90,748 |
| 3 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. | 108.65 | Cum | 100 | ₹10,865 |
| 4 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with an avg. Lead 3km (CSR Item No. 19.38 a,b) | 20,676.94 | Cum | 100 | ₹20,67,694 |
| 5 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with an avg. Lead 450mtr. (CSR Item No. 19.38 a) | 1,03,384.68 | Cum | 100 | ₹1,03,38,468 |
| 6 | Rehandling of earth work with avg. lead 450 Mtr. | 20,676.94 | Cum | 100 | ₹20,67,694 |
| 7 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. upto 1.5mtr depth | 4,854 | Cum | 100 | ₹4,85,399.9 |
| 8 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type (CSR Item No. 10.13 a/ii) | 24.6 | Cum | 100 | ₹2,460 |
| 9 | Reinforced Cement Concrete M-30 mechanically natch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth.(CSR Item No.10.17) | 310.98 | Cum | 100 | ₹31,098 |
| 10 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications.(CSR Item No.21.33) | 36.45 | MT | 100 | ₹3,645 |
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BurraGujjar.pdf
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BurraGujjar.pdf
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Muktsarcorrig.pdf
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BiGujjar2104.pdf
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SriMuktSahib.pdf
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