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Tender Value
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EMD Value
₹38,804
Closing Date
8 Sept 2026, 10:00 am4d left
Executive Engineer Harike Canal Division Ferozepur
Executive Engineer Harike Canal Division Ferozepur
Estimate for Construction of Drainage Crossing of Mohkamwala Minor at RD 11560 and ittanwali field drain rd 6200
2026_WR_159564_1
0038/Harike Canal Division/2025-26
Open Tender
Civil Works
Item Rate
Executive Engineer Harike Canal Division Ferozepur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹38,804
8 Sept 2026
7 Feb 2026
8 Sept 2026
7 Feb 2026
8 Sept 2026
7 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in soil (any type) using Hydraulic Excavator CK 90 hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30 m. | 499.45 | Cum | - | - |
| 2 | 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 masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within lead of 30 Mtrs. | 41.07 | Cum | - | - |
| 3 | Excavation in soil (any type) using Hydraulic Excavator CK 90 hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30 m. (Rehandling of earth) | 249.73 | Cum | - | - |
| 4 | Compaction Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.Extra for rolling to specifications | 65.4 | Cum | - | - |
| 5 | Laying cement concrete M-10 with stone ballast or shingle mixing by manual means | 19.78 | Cum | - | - |
| 6 | Cement concrete lining 75mm. thick or less 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 with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) coping and sleepers | 0.9 | Cum | - | - |
| 7 | Cement concrete lining 75mm. thick or less 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 with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) | 1.93 | Cum | - | - |
| 8 | Reinforced Cement Concrete M-25 mechanically natch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth. | 128.11 | Cum | - | - |
| 9 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- 0 to 1.5 m depth | 3.12 | Cum | - | - |
| 10 | Dressing bed and preparation of sub grade for lining. | 9.1 | Sqm | - | - |
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