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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC GIDDERBAHA PUNJAB | ₹1.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.4 Cr+₹2.9 L (2.09%)Rejected-AOC | ₹1.4 Cr+₹2.9 L (2.09%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.5 Cr+₹12.0 L (8.61%)Rejected-AOC 0 0 PIPRAICH GORAKHPUR GORAKHPUR UTTAR PRADESH 273152 | GORAKHPUR | UTTAR PRADESH | 273152 | ₹1.5 Cr+₹12.0 L (8.61%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | VIKAS GOYAL CONTRACTOR L2 | YASH CONSTRUCTION CO. L3 | M/S Sanjeev Sehgal Contractor L1 |
|---|---|---|---|---|---|---|
| 1.00 | Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.5 cumecs | 3.66 | Km | - | - | - |
| 2.00 | Earthwork Excavation from canal 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 (As per CSR item no. 6.19) cutting | 11,133.22 | Cum | 6,840.54 ₹6,840.54 | 6,840.54 ₹6,840.54 | 5,197.2 ₹5,197.2 Lowest |
| 3.00 | 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 up to 3.00 Km (First 450 mtr katcha & rest pucca) including cost of earth complete in all respect, but execluding royality. | 20,478.58 | Cum | 2,75,007.25 ₹2,75,007.25 Lowest | 2,75,007.25 ₹2,75,007.25 Lowest | 2,75,007.25 ₹2,75,007.25 Lowest |
| 4.00 | Earthwork for compaction in 20 cm layers and dressing, Extra for watering the earth and Extra for rolling to specifications. | 19,852.45 | Cum | - | - | - |
| 5.00 | Dressing of Earthwork | 40,439.37 | Sqm | 47,386.43 ₹47,386.43 Lowest | 47,386.43 ₹47,386.43 Lowest | 47,386.43 ₹47,386.43 Lowest |
| 6.00 | Dressing of Dowel | 3,658.54 | mtr | - | - | - |
| 7.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 4,739.68 | Cum | 43,695.07 ₹43,695.07 | 43,695.07 ₹43,695.07 | 33,171.65 ₹33,171.65 Lowest |
| 8.00Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.5 to 3.0 mtr depth | ||||||
| 9.00 | 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. | 228.82 | Cum | - | - | - |
| 10.00 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification | 15,705.56 | Sqm | 12,06,182.12 ₹12,06,182.12 | 12,31,486.64 ₹12,31,486.64 | 11,13,398.88 ₹11,13,398.88 Lowest |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 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 12000 TO 24000 OFFTAKING FROM RD 349612/R OF SIRHIND FEEDER
2025_WR_150615_8
Tenderingno7658
Open Tender
Civil Works
Item Wise
Sri Muktsar Sahib
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
Yes
₹4.0 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
Earthwork Excavation from canal 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 (As per CSR item no. 6.19) cutting
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 up to 3.00 Km (First 450 mtr katcha & rest pucca) including cost of earth complete in all respect, but execluding royality.
Earthwork for compaction in 20 cm layers and dressing, Extra for watering the earth and Extra for rolling to 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.
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 .
Centering & Shuttering for faces of walls, partitions, retaining walls, & the like ( vertical or batening including attached pillasters butresses etc when curved)
Filling Contraction Joint with sealing compound complete in all respect
Filling expansion joints with special impervious hot pour 12.5 mm wide.
Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect.
Providing & laying 250 mm wide LDPE Film 150 micron over sleepers
Providing & Fixing Distance Marks
Providing & Fixing Outlets (Non patrol bank)
Providing & Fixing Outlets (Patrol bank)
Dismantling brick work, tile masonry or tile lining (in cement mortar)
Extra for compensation for ordinary earth/ordinary clay taken from any source (C.S.R. item no 6.4 a)
Any other item
VIKAS GOYAL CONTRACTOR (BID ID -695505)
YASH CONSTRUCTION CO. (BID ID -695803)
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