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Tender Value
Refer Docs
EMD Value
₹22,500
Closing Date
12 Oct 2026, 5:00 pm5d left
Executive Engineer Jal Shakti Division Ghumarwin
Executive Engineer Jal Shakti Division Ghumarwin
Restoration of rain damages of LWSS Taroun Ropri in Ghumarwin Distt Bilaspur HP SH Laying jointing and testing GI pipe 50mm dia from storage tank Taroun and CO overhead storage tank 30000 Ltrs capacity with 6 mtrs staging height at villag
2026_HPIPH_144997_1
GMR-BLP02-737(10030-70)Taroun
Open Tender
Civil Works
Item Rate
180 days
Bharari
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹22,500
5 Oct 2026
5 Oct 2026
13 Oct 2026
5 Oct 2026
12 Oct 2026
5 Oct 2026
5 Oct 2026 - 12 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts. | 569.25 | cum. | - | - |
| 1.01 | For Over Head tank at Traoun | 14.63 | cum. | - | - |
| 2laying jointing and testing GMS tubes screwed & socketted in trenches complete in all respect (earth work in trenches to be measured & paid for separately). | |||||
| 2.01 | 50 mm dia | 2,000 | P/Rmt | - | - |
| 2.02 | 32 mm dia | 300 | P/Rmt | - | - |
| 3 | Providing and laying cement concrete 1:3:6 (1Cement:3sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts | 1.17 | cum. | - | - |
| 4Providing and laying cement concrete 1:1.5:3 (1Cement:1.5.sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work & reinforcement for reinforced concrete work in : | |||||
| 4.01 | Foundation,footing.bases of columns & the like & the mass concrete. | 4.6 | cum. | - | - |
| 4.02 | Wall (any thickness,but not less than 0.10 mtr.thickness) attached pilasters,buttresses,plinth & string courses etc. from top of foundation level upto floor two level | - | - | - | - |
| 4.03 | (ii) floor two level to floor three level | 8.36 | cum. | - | - |
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Form6.pdf
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BOQ_215830.xls
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Condi.pdf
Additional Documents • 0.39 MB
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