Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.7 LAccepted-AOC | ₹46.7 L Quoted ₹44.9 L | L1 | Accepted-AOC accepted |
| 2 | L2₹46.7 LRejected-Finance | ₹46.7 L | L2 | Rejected-Finance due to higher rate |
| Sl No | Description | Qty | Unit | PANKESH KANSAL CONTRACTOR L2 | URBANEDGE DEVELOPERS L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in soil (any type) using hydraulic ck 90 hydraulic excavator of 0.9 cum bucket capacity including cutting, and leading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30 mtr. | 1,499.5 | Cum | 195 ₹22,075.95 | 192 ₹21,736.32 |
| 2.00 | Excavation of soil using hydralic JCB and hydralic tractor trolly i/c cutting and loading in trolly and transporting to the embankment locations with all lifts and avg. lead 3 KM kucca. | 4,705.53 | Cum | 900 ₹3,618 | 848 ₹3,408.96 |
| 3.00 | Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications. | 2,860.76 | Cum | 38 ₹1.3 L | 36 ₹1.2 L |
| 4.00 | Dressing of Earthwork | 16,688.09 | Sqm | 800 ₹4.5 L | 750 ₹4.3 L |
| 5.00 | Dressing of Dowel | 1 | Metre | 66 ₹2.1 L | 66 ₹2.1 L |
| 6.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 572.14 | Cum | 16 ₹51,546.88 | 16 ₹51,546.88 |
| 7.00 | Earthwork excavation in foundation and trenches | 96.74 | Cum | 17 ₹54,768.56 | 17 ₹54,768.56 |
| 8.00 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification | 5,882.06 | Sqm | 18.5 ₹1.0 L | 18.5 ₹1.0 L |
| 9.00 | Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes. | 966.97 | Sqm | 22 ₹1.4 L | 22 ₹1.4 L |
| 10.00 | Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer . | 515.68 | Cum | 2 ₹26.46 | 2 ₹26.46 |
Updated dates
Tender Value
₹53.7 L
EMD Value
₹1.1 L
Closing Date
24 Feb 2026, 10:00 amClosed
Executive Engineer
Executive Engineer, Bathinda Canal and GW Division, Bathinda
Project Estimate for Remodeling/Relining of Katar Singh Wala Sub Minor RD 0-6607 off taking at RD 42026/TF of Tungwali Mr. by concrete lining M-15 concrete mix, mixed in automatic batching and mixing plant, carried to site of work in transit mixers o
2026_WR_159322_5
56/22A/2025-26
Open Tender
Civil Works - Canal
Bathinda
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.1 L
bathinda
9 Apr 2026
4 Feb 2026
24 Feb 2026
4 Feb 2026
24 Feb 2026
4 Feb 2026
11 Feb 2026
DEPARTMENT OF WATER RESOURCES
Sr. No. Name of Firm / L&C Society
1 Name of Work Project Estimate for Remodeling/Relining of Katar Singh Wala Sub Minor RD 0-6607 off taking at RD 42026/TF of Tungwali Mr. by concrete lining M-15 concrete mix, mixed in automatic batching and mixing plant, carried to site of work in transit mixers of, laid manually with specified thickness.
Name and Address of Contractor / L&C Society
Name and Address of Banker
Income Tax Return for any one of the last three years
Approximate value of work in hand
Bank solvency certificate
Certificate of "……." Class/Society registeredwith irrigation Deptt.
DEPARTMENT OF WATER RESOURCES
Name of the Contractor / L&C Society
Name of the Work Project Estimate for Remodeling/Relining of Katar Singh Wala Sub Minor RD 0-6607 off taking at RD 42026/TF of Tungwali Mr. by concrete lining M-15 concrete mix, mixed in automatic batching and mixing plant, carried to site of work in transit mixers of, laid manually with specified thickness.
Please fill information about the each relevant work completed during the last Three years for works Costing more than Rs._________________
Name of Employer Location of work Value of work Period of executive Whether work completed in schedule/period Whether entered into litigation/ Arbitration Summary of litigation decision thereof Whether any pending
Select, Excess (+), Less (-) Less (-)
Tender Inviting Authority : EXECUTIVE ENGINEER, BATHINDA CANAL DIVISION, BATHINDA
Name of Work : Project Estimate for Remodeling/Relining of Katar Singh Wala Sub Minor RD 0-6607 off taking at RD 42026/TF of Tungwali Mr. by concrete lining M-15 concrete mix, mixed in automatic batching and mixing plant, carried to site of work in transit mixers of, laid manually with specified thickness.
Contract No : 56/22A/2025-26
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
Excavation in soil (any type) using hydraulic ck 90 hydraulic excavator of 0.9 cum bucket capacity including cutting, and leading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30 mtr. Cum Excess(+) Full Conversion INR
Excavation of soil using hydralic JCB and hydralic tractor trolly i/c cutting and loading in trolly and transporting to the embankment locations with all lifts and avg. lead 3 KM kucca. 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 Sqm Excess(+) Full Conversion INR
Dressing of Dowel Metre 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 and trenches 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
Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes. Sqm Excess(+) Full Conversion INR
Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer . Cum Excess(+) Full Conversion INR
Shuttering for faces of concrete lining on side side slops & bed complete in all respect as per design/drawing and pwd specifications. Sqm Excess(+) Full Conversion INR
Filling Contraction Joint with sealing compound complete in all respect Metre Excess(+) Full Conversion INR
Filling expansion joint with Sealing Compound. complete in all respect Metre Excess(+) Full Conversion INR
Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect. Sqm Excess(+) Full Conversion INR
Providing & laying 250 mm wide LDPE Film 150 micron over sleepers Kg Excess(+) Full Conversion INR
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
Providing & Fixing Distance Marks No Excess(+) Full Conversion INR
Providing & Fixing Outlets (Non patrolling side) No Excess(+) Full Conversion INR
Providing & Fixing Outlets (Patrolling side) No Excess(+) Full Conversion INR
Dismantling brick work, tile masonry or tile lining (in cement mortar) cum Excess(+) Full Conversion INR
Laying Ist class burnt brick work laid in 1:4 with Cement sand mortar in foundation and plinth.@(as per CSR item no 11.7) cum Excess(+) Full Conversion INR
Racking and cleaning of joints on side slopes of brick lined channel. (CSR item No. 19.29) sqm Excess(+) Full Conversion INR
10 mm thick cement plaster 1:3 (CSR item no. 15.5) sqm Excess(+) Full Conversion INR
Laying PCC 1:2:4 mixing by manual means.(CSR item no 10.13 ii). cum Excess(+) Full Conversion INR
Lifting of RCC Slab (Lumsum) job Excess(+) Full Conversion INR
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. (CSR Item No. 22.13) Sqm Excess(+) Full Conversion INR
Total in Figures
Quoted Rate in Figures Select
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
techsummary_323072.pdf
BOQ Comparative Chart
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.48 MB
TB05.xls
Additional Documents • 0.03 MB
BOQ_323072.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid