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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹56.7 LAccepted-AOC | ₹56.7 L | 1 | Accepted-AOC awarded |
| 2 | 2₹57.8 LRejected-Finance CHANDIGARH | ₹57.8 L | 2 | Rejected-Finance high bidder |
| 3 | 3₹61.7 LRejected-Finance PUNJAB PB PUNJAB | ₹61.7 L | 3 | Rejected-Finance high bidder |
| Sl No | Description | Qty | Unit | RAJINDER KUMAR CONTRACTOR L2 | RUMANA BUILDERS L1 | JOGINDER SINGH CONTRACTOR L3 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantelling of brick masonary. | 142.17 | cum | 718 ₹1.0 L | 1,500 ₹2.1 L | 747.23 ₹1.1 L |
| 2.00 | Dismantling cement concrete in 1:8:16 mix with brick ballast. | 23.85 | cum | 434 ₹10,350.90 | 700 ₹16,695 | 451.4 ₹10,765.89 |
| 3.00 | Earthwork in Excavation in foundation/trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 mt depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation | 499.99 | cum | 191 ₹95,498.09 | 80 ₹39,999.20 | 199.41 ₹99,703.01 |
| 4.00 | Cement Concrete 1:4:8 with brick ballast 40mm gauge. | 89.08 | cum | 4,474 ₹4.0 L | 4,400 ₹3.9 L | 4,653.75 ₹4.1 L |
| 5.00 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. | 56.52 | cum | 6,334 ₹3.6 L | 6,000 ₹3.4 L | 6,588.09 ₹3.7 L |
| 6.00 | Cold twisted deformed(Ribbrd/ Tor Steel Bar) Fe 500 grade as per IS 1786-1985, for RCC works, where not including in the complete rate of RCC incl. bending, binding placing in position. | 76.01 | qtl | 7,919 ₹6.0 L | 9,000 ₹6.8 L | 8,236.4 ₹6.3 L |
| 7.00 | Reinforced Cement concrete M20 by mechanical means using concrete mixer volumetric type confirming IS1791 and vibrated with needle vibrator In Foundation & Plinth | 110.65 | cum | 6,121 ₹6.8 L | 6,300 ₹7.0 L | 6,366.4 ₹7.0 L |
| 8.00 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 323.8 | sqm | 221 ₹71,559.80 | 240 ₹77,712 | 230.4 ₹74,603.52 |
| 9.00 | Centering and Shuttering for faces of concrete columns | 59.28 | sqm | 502 ₹29,758.56 | 500 ₹29,640 | 522.62 ₹30,980.91 |
| 10.00 | Centering and Shuttering for faces of concrete beam, launching apron etc. | 474.44 | sqm | 400 ₹1.9 L | 450 ₹2.1 L | 416.34 ₹2.0 L |
Tender Value
₹59.3 L
EMD Value
₹1.2 L
Closing Date
30 Mar 2026, 9:00 amClosed
Executive Engineer
Faridkot Canal And Ground Water Division
Estimate for reconstruction/repair of Boundary Wall of Gholia Canal Sub Division, Channuwala..
2026_WR_163710_1
Estimate for reconstruction/repair of Boundary Wall of Gholia Canal Sub Division, Channuwala..
Open Tender
Civil Works - Canal
60 days
GHOLIA
Pre Qualification Details
2 documents required · 2 mandatory
₹1,000
Yes
₹1.2 L
Yes
Faridkot
11 May 2026
16 Mar 2026
30 Mar 2026
16 Mar 2026
30 Mar 2026
16 Mar 2026
24 Mar 2026
Select, Excess (+), Less (-) Less (-)
Tender Inviting Authority: Faridkot Canal Division, Faridkot
Name of Work: Estimate for reconstruction/repair of Boundary Wall of Gholia Canal Sub Division, Channuwala.
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
Dismantelling of brick masonary. cum Excess(+) Full Conversion INR
Dismantling cement concrete in 1:8:16 mix with brick ballast. cum Excess(+) Full Conversion INR
Earthwork in Excavation in foundation/trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 mt depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation cum Excess(+) Full Conversion INR
Cement Concrete 1:4:8 with brick ballast 40mm gauge. cum Excess(+) Full Conversion INR
First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. cum Excess(+) Full Conversion INR
Cold twisted deformed(Ribbrd/ Tor Steel Bar) Fe 500 grade as per IS 1786-1985, for RCC works, where not including in the complete rate of RCC incl. bending, binding placing in position. qtl Excess(+) Full Conversion INR
Reinforced Cement concrete M20 by mechanical means using concrete mixer volumetric type confirming IS1791 and vibrated with needle vibrator In Foundation & Plinth cum Excess(+) Full Conversion INR
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) sqm Excess(+) Full Conversion INR
Centering and Shuttering for faces of concrete columns sqm Excess(+) Full Conversion INR
Centering and Shuttering for faces of concrete beam, launching apron etc. sqm Excess(+) Full Conversion INR
First class burnt brick work laid in cement sand mortor 1:6 in first storey upto 4 metres above plinth level. cum Excess(+) Full Conversion INR
Cement Concrete 1:2:4 with stone ballast or shingle mixing by mechnical means using Concrete mixer volumetric type. cum Excess(+) Full Conversion INR
20mm thick cement plaster 1:4 in two coats sqm Excess(+) Full Conversion INR
10 mm th cement paster 1:4 sqm Excess(+) Full Conversion INR
Steel work, fixed independently without connecting plates including cutting ,hoisting and fixing in position ( tees, angle & channels) qtl Excess(+) Full Conversion INR
Wrought iron & mild steel ladders, framed grills, grating etc with ends of bars riveted molded forged window guards, barred iron doors stair case iron railing etc . Including cost of bolts and nuts, screws, welding rod complete in position. qtl Excess(+) Full Conversion INR
Drilling holes in girders No Excess(+) Full Conversion INR
Finishing walls with cement based water soluble exterior paint such as snowcem, robbiacem etc. two or more coats to give an even shade sqm Excess(+) Full Conversion INR
Providing and fixing pair of Plastic dustbins 100 litre volume each, of two different colours, for dry and wet waste, made of virgin plastic to be mounted on MS rectangular hollow section 50 x 25 x 3 mm frames pivoted on 3 MS square hollow section verticals, 1 m above ground, one 35 cm RHS welded to each vertical member at base and grouted in 180 x 40 x 30 cm 1:2:4 cement concrete. Each Excess(+) Full Conversion INR
Supply and installation of garden bench - Chair type garden bench with L-shaped sides made of reinforced concrete (M30), thickness 100 mm, overall height 1000 mm, base width 620 mm. Back and seat shall consist of 5 Nos. reinforced concrete planks 1500 mm x 100 mm x 50 mm one plank 1500 mm x 200 mm x 50 mm. Seating height of the bench shall be 450 mm. The bench shall be fixed with nuts on concrete mount, all holes sealed after assembly and installation each Excess(+) Full Conversion INR
Providing and fixing of garden fencing of green hexagonal net. Fixing of fencing with MS angles 25 x 25 x 3 mm frame, vertical members 1.5 m above ground fixed 30 cm in ground at 2m with cement concrete 1:2:4. Net to be fixed with nut bolts and washers. sqm Excess(+) Full Conversion INR
Providing cement pots at site of work, filling 2/3rd volume with mixture of good earth and screened manure and cocopeat in the ratio 2:1:1. Excess(+) Full Conversion INR
0.0 35 cm size of pots Each Excess(+) Full Conversion INR
0.9 50 cm size of pots each Excess(+) Full Conversion INR
0.0 60 cm size of pots each Excess(+) Full Conversion INR
Supply and erection of 3-Stepped steel tubular swaged and welded pole (410-SP- Mpa) of Overall length 7 metre, with planting depth 1.25 metre, length of sections 4 metre, 1.5 metre and 1.5 metre (Bottom, Middle and Top respectively), Outer dia and thickness of sections 114.3mm x 4.5mm, 88.9mm x 4.05mm and 76.1mm x 3.25mm (Bottom, Middle and Top respectively) with approximate weight 73 kg. (410 SP-2) and base Plate weight 7.5 kg. of size 12mm thick about 30 cm dia. each Excess(+) Full Conversion INR
Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:- Overall size 10sq.mm (2Core) Armoured (Loose) Mtr Excess(+) Full Conversion INR
Led Flood Light 30 Watt Nos. Excess(+) Full Conversion INR
Supply and fixing barbed wire Mtr Excess(+) Full Conversion INR
Supply and fixing Precast walls with M-30 grade concrete sqm Excess(+) Full Conversion INR
Any other Item Nos Excess(+) Full Conversion INR
Total in Figures
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