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Tender Value
₹13.0 L
EMD Value
₹26,000
Closing Date
7 Jul 2026, 5:00 pm2d left
EE JSD Pooh
Executive Engineer Jal Shakti Division Pooh Distt Kinnaur HP
SH CO Anchor Block CO RR masonary wall Pattra cutting CO wire crate Rejointing of GMS Tube 125 mm dia
2026_HPIPH_137810_1
KNR-EE-JSDP-2026-4019-4118
Open Tender
Civil Works
EE JSD Pooh
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
Yes
₹26,000
Yes
EE JSD Pooh
1 Jul 2026
1 Jul 2026
8 Jul 2026
1 Jul 2026
7 Jul 2026
1 Jul 2026
3 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation 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 and jumper work. Engineer-in-charge. | |||||
| 2Providing & Laying cement concrete 1:4:8 (1 Cement : 4 Sand : 8 graded stone agg. 40 mm Nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts and the entire satisfaction of the Engineer-In-Charge. | |||||
| 3 | Providing and laying cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in Foundation and Plinth | 1 | cum | - | - |
| 4 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm. so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete & plain concrete work in;-(a) Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like within all leads and lifts. | 1 | Sqm | - | - |
| 5Random rubble masonry / polygonal rubble masonry ( uncoursed/ brought to courses) in wall with hard stones of approved quality in foundation and plinth laid dry,well bonded ,faced with selected stones and built with bond throught stones and built with bond or though stones evently placed at the rate of two per square meter. | |||||
| 6 | Cutting in earth work in all kinds of soils such as saturated soil, pick work jumper work hard or soft rock etc. or any mixed classification of soil in all heights and depths. | 1 | cum | - | - |
| 8Excavation in earth work, lift upto soil not more than 3mt clear from the edge of the excavation & then returning the stacked soil in 15cm layers,when required into plinths sides,of fundations ,consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20mtr. | |||||
| 9Wire Crate made of G.I Wire filled with boulders with square cut faces angaist the wire (Boulder filling to be measured and paid for seprately) Interlink chain 4mm thick corresponding to SWG -8 15cm x15 cm mesh with in all leads and lifts. | |||||
| 10Wire Crate Made of G.I Wire filled with boulders with square cut faces angaist the wire (Wire crate to be measured and paid for seprately) with in all leads and lifts | |||||
| 11Rejointing and testing of below mentioned GMS Tube plain ended i/c all type of fitting such as bend within all lead & lift complete in all respect as per entire satisfaction of engineer in charge. | |||||
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