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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.5 CrAccepted-AOC LUDHIANA CANAL CIRCLE LUDHIANA | LUDHIANA | PUNJAB | 141001 | ₹2.5 Cr | 1 | Accepted-AOC awarded |
| 2 | 2₹2.8 Cr+₹23.6 L (9.37%)Rejected-Finance | ₹2.8 Cr+₹23.6 L (9.37%) | 2 | Rejected-Finance high bidder |
| Sl No | Description | Qty | Unit | APEX CONSTRUCTIONS L2 | DARSHAN SINGH KALER AND COMPANY L1 |
|---|---|---|---|---|---|
| 1.00 | 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 for filliing excluding royalty | 1 | cum | 140 ₹140 | 132.98 ₹132.98 Lowest |
| 2.00 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer‘s permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design | 1 | Nos. | 230 ₹230 | 220.18 ₹220.18 Lowest |
| 3.00 | Kassi work undressed involving andaverage horizontal throw up to 2.0 metres and and average vertical lift up to 0.5 metres including breaking of clods. | 1 | cum | 90 ₹90 | 81.12 ₹81.12 Lowest |
| 4.00 | Rehandling of earth work recently excavated | 1 | cum | 76 ₹76 | 64.9 ₹64.9 Lowest |
| 5.00 | Dressing of new earthwork. | 1 | sqm | 2 ₹2 | 1.3 ₹1.3 Lowest |
| 6.00 | Preparation for Sub Grade for Lining | 1 | sqm | 20 ₹20 | 11.35 ₹11.35 Lowest |
| 7.00 | First Class burnt Brick Masonary laid in cement sand mortar 1:6 in foundation and plinth . | 1 | cum | 7,500 ₹7,500 | 7,100 ₹7,100 Lowest |
| 8.00 | 10 mm thick plaster with cement mortar 1:4 on bed & top of side walls. | 1 | sqm | 150 ₹150 | 140 ₹140 Lowest |
| 9.00 | 10 mm thick plaster with cement mortar 1:4 on walls. | 1 | sqm | 185 ₹185 | 177 ₹177 Lowest |
| 10.00 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth | 1 | cum | 7,400 ₹7,400 | 7,000 ₹7,000 Lowest |
Tender Value
₹2.7 Cr
EMD Value
₹5.5 L
Closing Date
3 Mar 2026, 3:00 pmClosed
Executive Engineer
Faridkot Canal and Ground Water Division Faridkot
Construction of watercourses for outlet at RD 95091/L of Kokri disty
2026_WR_159823_1
Construction of watercourses for outlet at RD 95091/L of Kokri disty
Open Tender
Repair and Maintenance Services
Item Rate
45 days
JAGROAN
Pre Qualification Details
2 documents required · 2 mandatory
₹2,000
Yes
₹5.5 L
Yes
Faridkot
13 May 2026
10 Feb 2026
3 Mar 2026
10 Feb 2026
3 Mar 2026
10 Feb 2026
25 Feb 2026
Select, Excess (+), Less (-) Less (-)
Tender Inviting Authority: Faridkot Canal Division, Faridkot
Name of Work: Construction of watercourses for outlet at RD 95091/L of Kokri disty
Contract No: 01639-250059
Name of the Bidder/ Bidding Firm / Company :
Sl. No. C.S.R Item 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
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 for filliing excluding royalty cum Excess(+) Full Conversion INR
Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer‘s permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design Nos. Excess(+) Full Conversion INR
Kassi work undressed involving andaverage horizontal throw up to 2.0 metres and and average vertical lift up to 0.5 metres including breaking of clods. cum Excess(+) Full Conversion INR
Rehandling of earth work recently excavated cum Excess(+) Full Conversion INR
Dressing of new earthwork. sqm Excess(+) Full Conversion INR
Preparation for Sub Grade for Lining sqm Excess(+) Full Conversion INR
First Class burnt Brick Masonary laid in cement sand mortar 1:6 in foundation and plinth . cum Excess(+) Full Conversion INR
10 mm thick plaster with cement mortar 1:4 on bed & top of side walls. sqm Excess(+) Full Conversion INR
10 mm thick plaster with cement mortar 1:4 on walls. sqm Excess(+) Full Conversion INR
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth cum Excess(+) Full Conversion INR
10 mm thick plaster with cement mortar 1:3 on bed & top of side walls. sqm Excess(+) Full Conversion INR
10 mm thick plaster with cement mortar 1:3 on walls. sqm Excess(+) Full Conversion INR
R.C.C 1:2:4 with stone blast mixing by manual means. cum Excess(+) Full Conversion INR
Cement Conc. 1:4:8 with brick ballast, mixing by manual means. cum Excess(+) Full Conversion INR
Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved 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. cum Excess(+) Full Conversion INR
Cold twisted deformed bars fe 500 grade for RCC work where not included in the complete rate of RCC i/c bending binding and placing in position qtl Excess(+) Full Conversion INR
Supplying & laying dry brick ballast. cum Excess(+) Full Conversion INR
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) sqm Excess(+) Full Conversion INR
Cement Conc. 1:2:4 with stone ballast or shingle mixing by mechanical means. cum Excess(+) Full Conversion INR
Providing lowering & jointing NP2 RCC pipe 600 mm dia in trenches & laying same to correct allignment (Complete) Mtr Excess(+) Full Conversion INR
Any other Item Nos Excess(+) Full Conversion INR
Total in Figures
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