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Tender Value
₹21.4 L
EMD Value
₹42,738
Closing Date
3 Oct 2026, 5:00 pm6d left
EE Jal Shakti Division Thural
EE Jal Shakti Division Thural
C/O drain Channel and Placing filter media from filter beds at WTP Daroh Garh
2026_HPIPH_143856_1
EE/JSVD/THL/2026-27-6840-85 Dt. 21.09.2026
Open Tender
Civil Works - Others
Item Wise
90 days
EE Jal Shakti Division Thural
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
EE Jal Shakti Division Thural
₹42,738
21 Sept 2026
21 Sept 2026
5 Oct 2026
21 Sept 2026
3 Oct 2026
21 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Constructing of Drain Channel with half brick masonary in common burnt clay building bricks in cement mortar 1:3 ( 1 cement :3 sand) 2nd class complete in all respect as per direction of Engineer in charge with in all leads and lifts . | 277 | Sqm | - | - |
| 2 | 15 mm thick cement conc.topping 1:2 to 3 (1 cement : 2 sand:3 graded stone agg. 4.75 mm nominal size and below by volume laid over and finished monolithic with structure slab complete in all respect as per direction of Engineer in charge with in all leads and lifts . | 120.5 | Sqm | - | - |
| 3 | Providing and laying 2nd class bricks on top of the short drain (20x16.7) =334 sqm/0.021 sqm complete in all respect as per direction of Engineer in charge with in all leads and lifts . | 15,714 | Nos | - | - |
| 4Providing and Laying Precast slab in CC over the drain size of Precast slab .40x.40 mtrs in side drains and 0.80x0.80 m in long drain (1:1½ :3) 1 cement: 1½ sand: 3 graded stone agg. 20 mm niminal size) For side drain 0.40x0.40x0.15 complete in all respect as per direction of Engineer in Charge with in all Leads & Lifts. | |||||
| 4.1 | Long drain 0.60x0.40x.10 | 1.2 | Cum. | - | - |
| 5Providing and Placing Fillter Media complete in all respect as per direction of Engineer in Charge with in all Leads & Lifts. | |||||
| 5.1 | 5th layer 50 to 75 mm | 34 | Cum. | - | - |
| 5.2 | 4th layer 20 to 25 mm | 34 | Cum. | - | - |
| 5.3 | 3rd layer stone aggregate 6 to 20 mm | 51 | Cum. | - | - |
| 5.4 | 2nd layer couse sand 3 to 6 mm | 51 | Cum. | - | - |
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Tendernotice_1.pdf
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Form6.pdf
Tender Documents • 0.43 MB
Termsandconditions.pdf
Additional Documents • 0.20 MB
BOQ_213892.xls
BOQ • 0.28 MB
Form8.pdf
Tender Documents • 1.22 MB
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