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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.0 LAccepted-AOC H NO 2 BUDHIMAL BARIWARA MUKTSAR | MUKTSAR | MUKTSAR | PUNJAB | ₹17.0 L | 1 | Accepted-AOC successful |
| 2 | 2₹18.4 L+₹1.5 L (8.74%)Rejected-Finance | ₹18.4 L+₹1.5 L (8.74%) | 2 | Rejected-Finance unsuccessful |
Tender Value
₹20.2 L
EMD Value
₹40,400
Closing Date
19 Mar 2026, 5:00 pmClosed
Registrar
Baba FArid University of Health Sciences fAridkot
etender for constuction widening of road in front of MCH block in GGSMCH Faridkot
2025_DMER_155606_3
BFUHS/178/2025
Open Tender
Civil Works
Percentage
faridkot
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹40,400
10 Jun 2026
5 Mar 2026
20 Mar 2026
5 Mar 2026
19 Mar 2026
5 Mar 2026
Select, At Par, Excess (+), Less (-) IOCL
Tender Inviting Authority: Registrar, BFUHS, Faridkot.
Name of Work: Construction /widening of road in front of MCH Block in GGS Medical College & Hospital, Faridkot
Contract No: 98724-57425
Name of the Bidder/ Bidding Firm / Company :
Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category
#,##0_);[Re31]#,##0 Excavation for Roadway (By Manual Means)Excavation for roadway in soil by manual means including carrying of cut earth to embankment site with all lead and lifts up to 50m as per technical clause 301 of MORT&H specifications item 1 cum Excess(+) Full Conversion INR
#,##0_);[Re1]#,##0 Construction of Embankment with Good Quality Earth obtained from Borrow pits Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications item 2 cum 324.48 Excess(+) Full Conversion INR
#,##0_);[Re2]#,##0 Dressing of earth work item 3 sqm Excess(+) Full Conversion INR
#,##0_);[Re3]#,##0 Cement concrete 1:8:16 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type item 4 cum 3294.29 Excess(+) Full Conversion INR
#,##0_);[Re4]#,##0 Dismantling precast concrete Kerb thickness 40mm up to 75mm. (This item is to be taken under 8.6 a)Lime concrete, cement concrete of 1:6:12 or leaner mix item 5 cum 434.04 Excess(+) Full Conversion INR
#,##0_);[Re5]#,##0 Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete Kerb with top and bottom width 115 and 165 mm respectively, 300 mm high in M 20 grade Kerb stone laid with Kerb laying machine, all complete as per clause 408 (Labour Rate) item 6 rft Excess(+) Full Conversion INR
#,##0_);[Re6]#,##0 Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete Kerb with top and bottom width 115 and 165 mm respectively, 300 mm high in M 20 grade Kerb stone laid with Kerb laying machine, all complete as per clause 408 item 7 rft Excess(+) Full Conversion INR
#,##0_);[Re7]#,##0 Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M40 rubber mould smooth finish with strong vibratory approved size and design/ shape laid in ordinary grey colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per directions of engineer in charege item 8 sqm 831.21 Excess(+) Full Conversion INR
#,##0_);[Re8]#,##0 Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M40 rubber mould labour rate item 9 sqm 141.17 Excess(+) Full Conversion INR
Total in Figures
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