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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹41.0 L+₹2.1 L (5.39%)Rejected-AOC 486 OLD CHAR CHAMAN KARNAL 132001 | KARNAL | KARNAL | HARYANA | 132001 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | The Bala Ji Coop L & C Society Ltd L2 | The Hari Ke Kalan Coop L&C Society Ltd L1 |
|---|---|---|---|---|---|
| 1.00EARTHWORK | |||||
| 2.00 | Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods | 253.77 | cum | 1,25,115.37 ₹1,25,115.37 | 1,21,710.14 ₹1,21,710.14 Lowest |
| 3.00 | Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods | 238.02 | cum | 4,228.84 ₹4,228.84 | 4,110.55 ₹4,110.55 Lowest |
| 4.00 | Dressing of New Earthwork | 2,094.37 | sqm | 3,604.49 ₹3,604.49 | 3,506.22 ₹3,506.22 Lowest |
| 5.00 | Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed | 44.88 | cum | 914.33 ₹914.33 | 889.31 ₹889.31 Lowest |
| 6.00 | Re-handling of earthwork recently executed | 253.77 | cum | 18,497.94 ₹18,497.94 | 17,979.58 ₹17,979.58 Lowest |
| 7.00 | Dag belling single kassi stroke minimum 7.5 cm depth | 2.96 | km | 33,85,370.17 ₹33,85,370.17 | 32,70,107.25 ₹32,70,107.25 Lowest |
| 8.00 | 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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. O TO 450 M | 738 | cum | 3,41,434.33 ₹3,41,434.33 | 3,32,110.23 ₹3,32,110.23 Lowest |
| 9.00 | Excavation in soil (any type) using Hydraulic Excavator CK 90 Excavationwith hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirement of lines,
grades and cross sections, including all lifts and combined lead up to 30m | 1,953.69 | cum | 1,61,822.88 ₹1,61,822.88 | 1,57,411.85 ₹1,57,411.85 Lowest |
| 10.00 | EXTRA FOR PUDDLING WORK | 1,373.26 | cum | - | - |
Tender Value
₹36.6 L
EMD Value
₹73,240
Closing Date
21 Oct 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Canal Colony Gidderbaha
ESTIMATE FOR RECONSTRUCTION OF TARMALA SUB MINOR RD 0-3235 OFFTAKING FROM RD 24959 OF TARMALA MINOR
2025_WR_150615_1
Tenderingno7658
Open Tender
Civil Works
Item Wise
Sri Muktsar Sahib
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Yes
₹73,240
Yes
23 Mar 2026
24 Sept 2025
21 Oct 2025
24 Sept 2025
21 Oct 2025
24 Sept 2025
EARTHWORK
Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods
Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods
Dressing of New Earthwork
Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed
Re-handling of earthwork recently executed
Dag belling single kassi stroke minimum 7.5 cm depth
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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. O TO 450 M
Excavation in soil (any type) using Hydraulic Excavator CK 90 Excavationwith hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30m
EXTRA FOR PUDDLING WORK
LINING
Dressing of Bed and Preparation of Sub-grade for Lining
first class burnt brick laid in 1:6 cement sand mortar for bed &Side walls
10 mm thick Cement Plaster 1:4 on Side Walls
10 mm thick Cement Plaster 1:4 on Floors
Any other item
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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Tendernotice_1.pdf
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Tendernotice_2.pdf
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BOQ_305127.xls
BOQ • 0.31 MB
corrigendum24tarmala.pdf
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corrigendum23tarmala.pdf
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corrigendum1works12.pdf
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