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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹2.2 L
EMD Value
₹4,400
Closing Date
27 Oct 2026, 12:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
ExecutiveEngineer, Abohar Canal and Ground Water D
ExecutiveEngineer, Abohar Canal and Ground Water Division , Water Resources, Punjab,Abohar
Estimate of patch work in concrete Lining at RD 106050 of Malookpur Disty.
2026_WR_177317_1
E-Tendering Notice No.24/Abohar Canal Ground Water Division /2026-27Dated 12/10/2026
Open Tender
Civil Works - Canal
Item Rate
FAZILKA
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
Yes
₹4,400
Yes
12 Oct 2026
12 Oct 2026
27 Oct 2026
13 Oct 2026
27 Oct 2026
13 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of Plain Concrete 1:2:4 ( CSR 8.6 d) | 6.38 | Cum | - | - |
| 2 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads with disposal (with an avg. lead 3 km ) | 69.94 | Cum | - | - |
| 3 | Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications.[ CSR 24.5 b (i) & (ii) ] | 105.96 | Cum | - | - |
| 4 | E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (up to 1.50 mtr depth) (CSR 19.23 a) | 18.8 | Cum | - | - |
| 5 | E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing ( 1.50 mtr to 3.00 mtr depth) | 4.01 | Cum | - | - |
| 6 | Dressing of side slopes and preparation of subgrade for lining complete in all respect as per PWD specifications and engineer-in-charge. (CSR 19.02) | 169.23 | Sq.Mtr | - | - |
| 7 | E/work 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. | 1.13 | Cum | - | - |
| 8 | Excavating conglomerate for drains and bed sleepers under the lining.( CSR 19.10).( CSR 6.6) | 2.19 | Cum | - | - |
| 9 | Extra bitumen painting at 0.69 Kg. per Sqm (as per IS 3384-1985 )(CSR item
13.54 ) | 14.64 | Sq.Mtr | - | - |
| 10 | "Supplying and Laying LDPE film of 150 microm over sleepers (for construction & expansion joints) I/C carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.(M-73)
" | 2.02 | KG | - | - |
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