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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC | ₹1.8 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.9 Cr+₹9.0 L (4.96%)Rejected-AOC | ₹1.9 Cr+₹9.0 L (4.96%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | VIJAY KUMAR GARG CONTRACTOR L2 | M/S GARGA CONSTRUCTION COMPANY L1 |
|---|---|---|---|---|---|
| 1.00 | Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.5 cumecs | 5.79 | Km | - | - |
| 2.00 | Dismantling brick work, tile masonry or tile lining (in cement mortar) | 2,738.03 | cum | 11,001 ₹11,001 | 10,821.51 ₹10,821.51 Lowest |
| 3.00 | Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 450 mtr including cutting and
loading in trolley, trimming bottom and side slopes inaccordance with requirements of lines, grades and cross
sections and transporting to embankment location within all lifts and lead. | 20,459.2 | Cum | - | - |
| 4.00 | 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 (Kuccha) . including cost of earth
complete in all respect, but execluding royality. | 22,764.75 | Cum | 4,71,895.65 ₹4,71,895.65 | 4,29,949.37 ₹4,29,949.37 Lowest |
| 5.00 | Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of
rolling and watering as per specifications | 29,890.46 | Cum | - | - |
| 6.00 | Dressing of Earthwork | 52,205.16 | Sqm | 18,258.68 ₹18,258.68 | 6,086.23 ₹6,086.23 Lowest |
| 7.00 | Dressing of Dowel | 5,792.68 | mtr | 83,260 ₹83,260 | 66,608 ₹66,608 Lowest |
| 8.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 1,788.28 | Cum | 27,21,391.5 ₹27,21,391.5 | 24,49,252.35 ₹24,49,252.35 Lowest |
| 9.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.5 to 3.0 mtr depth | 1 | cum | 22,19,976.25 ₹22,19,976.25 | 21,31,177.2 ₹21,31,177.2 Lowest |
| 10.00 | Earth work in excavation in foundations, 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 sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 meters. | 280.51 | Cum | - | - |
Tender Value
₹2.8 Cr
EMD Value
₹5.6 L
Closing Date
21 Oct 2025, 11:00 amClosed
Executive Engineer
Canal Colony Gidderbaha
ESTIMATE FOR RECONSTRUCTION OF CONCRETE LINING OF NEW ABUL KHURANA DISTY 37000 TO 56000 OFFTAKING FROM RD 349612/R OF SIRHIND FEEDER INCLUDING WATER COURSE (FROM TAIL)
2025_WR_150615_10
Tenderingno7658
Open Tender
Civil Works
Item Wise
Sri Muktsar Sahib
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
Yes
₹5.6 L
Yes
2 Dec 2025
24 Sept 2025
21 Oct 2025
24 Sept 2025
21 Oct 2025
24 Sept 2025
Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.5 cumecs
Dismantling brick work, tile masonry or tile lining (in cement mortar)
Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 450 mtr including cutting and loading in trolley, trimming bottom and side slopes inaccordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and lead.
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 (Kuccha) . including cost of earth complete in all respect, but execluding royality.
Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications
Dressing of Earthwork
Dressing of Dowel
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.5 to 3.0 mtr depth
Earth work in excavation in foundations, 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 sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.
Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification
Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes.
Centering & Shuttering for faces of walls, partitions,retaining walls, & the like ( vertical or batening including attached pillasters butresses etc when curved)
Providing & laying 250 mm wide LDPE Film 150 micron over sleepers
Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect.
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 .
Filling Contraction Joint with sealing compound complete in all respect
Filling expansion joint with Sealing Compound. Complete in all respect
Providing & Fixing Distance Marks
Providing & Fixing Outlets (Non patrol bank)
Providing & Fixing Outlets (Patrol bank)
Extra for compensation for earth/ordinary clay from any source ( C.S.R item no. 6.4 a )
Construction of new WC at Tail
Any other item
VIJAY KUMAR GARG CONTRACTOR (BID ID -696303)
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