Loading
Loading…
Loading…
Tender Value
₹20.5 L
EMD Value
₹38,215
Closing Date
9 Jul 2026, 5:00 pmDue tomorrow
EE JSD Pooh
Executive Engineer Jal Shakti Division Pooh Distt Kinnaur HP
SH CO of Head wire Intake Chamber Sedimentation filter bed 1 No storage tank laying and jointing of GI HDPE pipes and protection work
2026_HPIPH_137937_2
KNR-EE-JSDP-2025-4238-4337
Open Tender
Civil Works
EE JSD Pooh
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
Yes
₹38,215
Yes
EE JSD Pooh
2 Jul 2026
2 Jul 2026
10 Jul 2026
2 Jul 2026
9 Jul 2026
2 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in earth work and disposal of excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed as directed within all leads/ lifts as per direction of the Engineer-in-charge. | |||||
| 2wire crates made of GI wire filled with boulders with square curt faces against the wire ( Boulder filling to be measured and paid for seperataly) 15x 15 cm mesh, GI wire 5mm thick corresponding to SWG 6. | |||||
| 3wire crates made of GI wire filled with boulders with square curt faces against the wire (Wire crates to be measured and paid for seperataly). | |||||
| 4Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick and jumper work. | |||||
| 5 | Providing and laying cement concrete 1:3:6( 1cement:3 sand: 6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth | 1 | Per Cum | - | - |
| 6Providing and laying cement concrete 1:1.5 :3 ( 1cement: 1.5 sand: 3 graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement | |||||
| 6.1 | I) Foundation and plinth. | - | Per Cum | - | - |
| 6.2 | ii) Walls(any thickness but not less than 0.1 mtr thickness) from top of foundation level up to floor two level. | - | Per Cum | - | - |
| 7Providing form work with steel plates 3.15 mm thick welded with angle iron frames 30x30x5 mm so as to give fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plaiin concrete work in:- | |||||
| 7.1 | I) Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like. | 1 | Per Sqm | - | - |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.86 MB
Tendernotice_2.pdf
PDF • 0.77 MB
Tendernotice_3.pdf
PDF • 2.18 MB
Tendernotice_4.pdf
PDF • 0.23 MB
BOQ_204265.xls
BOQ • 0.35 MB
Download all tender documents and submit your bid