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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹66.4 LAccepted-AOC | ₹66.4 L | 1 | Accepted-AOC awarde |
| 2 | 2₹68.5 L+₹2.0 L (3.06%)Rejected-Finance PUNJAB INDIA | FATEHGARH SAHIB | PUNJAB | 140402 | ₹68.5 L+₹2.0 L (3.06%) | 2 | Rejected-Finance high bidder |
| Sl No | Description | Qty | Unit | JATTANA CONSTRUCTION CO L2 | PKG ENGINEERING AND INFRASTRUCTURES L1 |
|---|---|---|---|---|---|
| 1.00 | Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.5 cumecs | 2.44 | km | 1,900 ₹4,636 | 1,869 ₹4,560.36 Lowest |
| 2.00 | 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. | 1,983 | cum | 36 ₹71,388 | 35 ₹69,405 Lowest |
| 3.00 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations inlcuding all lifts and leads, excluding royality. Leads 3.00km (Rural Reach) | 5,452.65 | cum | 135 ₹7,36,107.75 | 132 ₹7,19,749.8 Lowest |
| 4.00 | Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications | 3,763.54 | cum | 100 ₹3,76,354 | 99 ₹3,72,590.46 Lowest |
| 5.00 | Dressing of Earthwork for new work or remodeling work. | 13,773 | sqm | 2 ₹27,546 | 1.3 ₹17,904.9 Lowest |
| 6.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 2,232.56 | cum | 160 ₹3,57,209.6 | 159 ₹3,54,977.04 Lowest |
| 7.00 | Earthwork excavation in foundation, 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 side 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 a lead of 30 metres. | 122.89 | cum | 192 ₹23,594.88 | 191 ₹23,471.99 Lowest |
| 8.00 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification. | 7,900 | sqm | 19 ₹1,50,100 | 18.49 ₹1,46,071 Lowest |
| 9.00 | Dag Belling single kassi stroke complete in all respect | 2.44 | km | 900 ₹2,196 | 848 ₹2,069.12 Lowest |
| 10.00 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes. | 9,471.64 | sqm | 25 ₹2,36,791 | 22 ₹2,08,376.08 Lowest |
Tender Value
₹64.4 L
EMD Value
₹1.3 L
Closing Date
28 Feb 2026, 2:00 pmClosed
Executive Engineer
Faridkot Canal and GW Division Faridkot
Estimate for Concrete lining of 3-R minor of Kokri Disty from Rd 0-8000
2026_WR_160289_1
Estimate for Concrete lining of 3-R minor of Kokri Disty from Rd 0-8000
Open Tender
Civil Works - Canal
Item Rate
40 days
JAGROAN
Pre Qualification Details
2 documents required · 2 mandatory
₹1,000
Yes
₹1.3 L
Yes
Faridkot
13 May 2026
14 Feb 2026
28 Feb 2026
14 Feb 2026
28 Feb 2026
14 Feb 2026
20 Feb 2026
Select, Excess (+), Less (-) Less (-)
Tender Inviting Authority: Faridkot Canal Division, Faridkot
Name of Work: Estimate for Concrete Lining of 3-R Minor of Kokri Disty from RD 0-8000.
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
Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.5 cumecs km Excess(+) Full Conversion INR
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. cum Excess(+) Full Conversion INR
Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations inlcuding all lifts and leads, excluding royality. Leads 3.00km (Rural Reach) cum Excess(+) Full Conversion INR
Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications cum Excess(+) Full Conversion INR
Dressing of Earthwork for new work or remodeling work. sqm Excess(+) Full Conversion INR
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth cum Excess(+) Full Conversion INR
Earthwork excavation in foundation, 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 side 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 a lead of 30 metres. cum Excess(+) Full Conversion INR
Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification. sqm Excess(+) Full Conversion INR
Dag Belling single kassi stroke complete in all respect km Excess(+) Full Conversion INR
Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes. sqm Excess(+) Full Conversion INR
Cement concrete lining 75mm thick or less (for 60 mm)laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) cum Excess(+) Full Conversion INR
Providing and laying cement concrete M-15 for coping mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications cum Excess(+) Full Conversion INR
Providing and laying cement concrete M-15 for Sleeper mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications cum Excess(+) Full Conversion INR
Centering & Shuttering for faces of walls, partitions, retaining walls, & the like ( vertical or batening including attached pillasters butresses etc when curved) sqm Excess(+) Full Conversion INR
Filling Contraction Joint with sealing compound complete in all respect Mtr Excess(+) Full Conversion INR
Filling expansion joint with Sealing Compound. complete in all respect per metre/cm depth Excess(+) Full Conversion INR
Extra bitumen painting at 0.69 Kg. per Sqm. sqm Excess(+) Full Conversion INR
Providing & laying 250 mm wide Polythene LDPE Film 150 micron over sleepers KG Excess(+) Full Conversion INR
Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and dressing ) With ‘H‘ 0.5 m to 0.9 m. CSR Item No 20.1b(ii) job Excess(+) Full Conversion INR
Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. concrete R.C. Slab and cement masonry. With ‘H‘ 0.5 m to 0.9 m. CSR ITEM NO. 20.02 b (ii) job Excess(+) Full Conversion INR
Earth work involved in constructing new O.F., A.P.M. or O.S.M. type outlets. With ‘H‘ 0.5 m to 0.9 m. CSR Item No 20.1d(ii) job Excess(+) Full Conversion INR
Extra labour for dressing of bricks for outlet With ‘H‘ 0.5 m to 0.9 m. CSR Item No 20.10(ii) job Excess(+) Full Conversion INR
Making temporary A.P.M. Block and fixing at site In case of new outlets where no dismantling and reconstructing of gullet walls is involved. CSR ITEM NO. 20.3a job Excess(+) Full Conversion INR
Cement Conc 1:3:6 mechanically mixed with stone ballast or shingle using concrete mixer volumetric type cum 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
Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete. qtl Excess(+) Full Conversion INR
Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS 1791 and vibrator by needele vibrator but excluding steel reinforcement and centring-shuttering complete in all respect. CSR item 10.15 cum Excess(+) Full Conversion INR
Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. sqm Excess(+) Full Conversion INR
Any other Item Nos Excess(+) Full Conversion INR
Total in Figures
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