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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.8 LAccepted-AOC | ₹15.8 L | 1 | Accepted-AOC awarded |
| 2 | 2₹16.3 L+₹52,202 (3.31%)Rejected-Finance CHANNU WALA ROAD BAGHA PURANA | LUDHIANA | PUNJAB | 141001 | ₹16.3 L+₹52,202 (3.31%) | 2 | Rejected-Finance high bidder |
| Sl No | Description | Qty | Unit | THE DHURKOT CHARAT SINGH CO OP L AND C SOCIETY LIMITED L1 | FRIENDS ELECTRICAL STORE L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling brick work tile, masonary or tile lining in cement. | 51.96 | cum | 772 ₹40,113.12 Lowest | 795.25 ₹41,321.19 |
| 2.00 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment all locations with all lifts and leads.(Excluding royalty) | 238.58 | cum | 142 ₹33,878.36 Lowest | 146 ₹34,832.68 |
| 3.00 | Extra allowance for compaction i/c watering, laying earth & rolling as per specifications in 20cm layers and dressing . | 238.58 | cum | 106 ₹25,289.48 Lowest | 109 ₹26,005.22 |
| 4.00 | Dressing side slopes and preparation of sub grade for lining. | 699.86 | sqm | 20 ₹13,997.2 Lowest | 20.05 ₹14,032.19 |
| 5.00 | Dressing of Bed and prepration of sub grade for lining complete in all respect as per pwd specification. | 145.92 | sqm | 12 ₹1,751.04 Lowest | 12.25 ₹1,787.52 |
| 6.00 | Single layer brick lining for irrigation channels (Distributaries and minors) cup and trapezoidal sections for all depths consisting of first layer 12.5mm thick cement plaster 1:5 on sub grade and finished, second layer of 10mm thick cement plaster 1:3 properly rendered and finished and 75mm thick bricks laid in 1:3 cement sand mortar over second layer. (For Side Lining) | 443.55 | sqm | 904 ₹4,00,969.2 Lowest | 929 ₹4,12,057.95 |
| 7.00 | Laying brick on edge coping 356mm wide and 115mm thick in cement sand mortar 1:3 | 174.95 | M | 300 ₹52,485 Lowest | 309 ₹54,059.55 |
| 8.00 | Extra allowances for scaffolding in tile, brick or concrete lining for side slopes only | 634.78 | sqm | 13 ₹8,252.14 Lowest | 14 ₹8,886.92 |
| 9.00 | Extra allowance for providing templates in curved potion. | 481.36 | sqm | 14 ₹6,739.04 Lowest | 14.43 ₹6,946.02 |
| 10.00 | Cement concrete lining 75mm thick or less laid manually for irrigation channels, using cement concrete 1:2:4 (M-15) with cement content 325kg/cum mixed in an automatic computerized batching and mixing plant and transported to the site in transit mixers with and average lead of 1km (For trapezoidal section and cup section of all radii) For bed. | 6.27 | cum | 6,340 ₹39,751.8 Lowest | 6,399 ₹40,121.73 |
Tender Value
₹14.5 L
EMD Value
₹29,025
Closing Date
1 Jan 2026, 9:00 amClosed
Executive Engineer
Faridkot Canal and G W Division Faridkot
Estimate for Repairing and Strengthening of Raunta Disty from reach RD 0-10620
2025_WR_155794_1
Estimate for Repairing and Strengthening of Raunta Disty from reach RD 0-10620
Open Tender
Repair and Maintenance Services
Item Rate
21 days
GHOLIA
Pre Qualification Details
2 documents required · 2 mandatory
₹500
Yes
₹29,025
Yes
Faridkot
4 Jun 2026
18 Dec 2025
1 Jan 2026
18 Dec 2025
1 Jan 2026
18 Dec 2025
23 Dec 2025
Select, Excess (+), Less (-) Less (-)
Tender Inviting Authority: Faridkot Canal Division, Faridkot
Name of Work: Estimate for repairing and strengthenging of Raunta Disty from reach RD 0-10620
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 TOTAL AMOUNT Rs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words
1 Dismantling brick work tile, masonary or tile lining in cement. 51.96 cum 1 Excess(+) Full Conversion INR 2 Construction of chamber for 100mm sluices valve item3 10 Nos
2 Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment all locations with all lifts and leads.(Excluding royalty) 238.58 cum 1 Excess(+) Full Conversion INR 1 Construction of chamber for 100mm sluices valve item1 10 1 Nos
3 Extra allowance for compaction i/c watering, laying earth & rolling as per specifications in 20cm layers and dressing . 238.58 cum 1 Excess(+) Full Conversion INR
4 Dressing side slopes and preparation of sub grade for lining. 699.86 sqm 1 Excess(+) Full Conversion INR
5 Dressing of Bed and prepration of sub grade for lining complete in all respect as per pwd specification. 145.92 sqm 1 Excess(+) Full Conversion INR
6 Single layer brick lining for irrigation channels (Distributaries and minors) cup and trapezoidal sections for all depths consisting of first layer 12.5mm thick cement plaster 1:5 on sub grade and finished, second layer of 10mm thick cement plaster 1:3 properly rendered and finished and 75mm thick bricks laid in 1:3 cement sand mortar over second layer. (For Side Lining) 443.55 sqm 1 Excess(+) Full Conversion INR
7 Laying brick on edge coping 356mm wide and 115mm thick in cement sand mortar 1:3 174.95 M 1 Excess(+) Full Conversion INR
8 Extra allowances for scaffolding in tile, brick or concrete lining for side slopes only 634.78 sqm 1 Excess(+) Full Conversion INR
9 Extra allowance for providing templates in curved potion. 481.36 sqm 1 Excess(+) Full Conversion INR
10 Cement concrete lining 75mm thick or less laid manually for irrigation channels, using cement concrete 1:2:4 (M-15) with cement content 325kg/cum mixed in an automatic computerized batching and mixing plant and transported to the site in transit mixers with and average lead of 1km (For trapezoidal section and cup section of all radii) For bed. 6.27 cum 1 Excess(+) Full Conversion INR
11 cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixers volumetric type 126.02 cum 1 Excess(+) Full Conversion INR 1 Construction of chamber for 100mm sluices valve item1 10 1 Nos
12 115 mm thick brick on edge lining in herring bone bond/zig-zag or other specified pattern in 1:3 cement sand mortar over 10mm thick cement plaster 1:3 over 12.50 mm thick cement plaster in 1:5 on sub grade on side slopes. 256.14 sqm 1 Excess(+) Full Conversion INR
13 Removal of debries from disty/ minor of damaged tile lining and other debries. (Mazdoors required) 55 Nos. 1 Excess(+) Full Conversion INR 1 Construction of chamber for 100mm sluices valve item1 10 1 Nos
14 Any other Item 1 Nos 1 Excess(+) Full Conversion INR 1 Construction of chamber for 100mm sluices valve item1 10 1 Nos
Total in Figures 4 Construction of chamber for 100mm sluice plates item5 10 Nos
Quoted Rate in Figures Select
Quoted Rate in Words
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