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Tender Value
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EMD Value
₹50,715
Closing Date
6 Oct 2026, 5:00 pm2d left
EE Jal Shakti Division Chamba
EE Jal Shakti Division Chamba
Laying, jointing and testing of G.I pipe 125mm (MG) and 150mm (MG) at various RDs, C/o R/wall, C/o B/wall, C/o Anchor Blocks and cement concrete around MBR and repair of trench weir and Providing and fixing of Turbidity Sensor 1 No.
2026_HPIPH_144523_1
EE-JSV-CBA-2026-9511-9561 dated 28.09.2026
Open Tender
Civil Works - Water Works
Item Rate
180 days
Chamba
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,000
₹50,715
28 Sept 2026
28 Sept 2026
7 Oct 2026
28 Sept 2026
6 Oct 2026
28 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavated in earth work and disposal of all excavated earth such as pick work jumper work, blasting wprk in hard/soft rocks i/c dewatering in saturated soil up to all leads and lift disposed earth to be levelled and neatly dresses with in all leads and lift as Per directed by the Engineer-in-Charge. | 6.56 | Per Cum | - | - |
| 2 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited including dewatering in saturated soil and stacking the excavated earth/metarials upto all leads and lifts up to all lifts, not exceeding more than 3.0mtr. clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | 174.36 | Per Cum | - | - |
| 3 | Providing/laying wire crates made of G.I wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid separately) G.I wire 5mm thick corresponding to SWG-6 15cmx15cm mesh with in all leads and lifts as per direction of the Engineer-in-Charge. | 109.38 | Per Sqm | - | - |
| 4 | Wire crate of GI Wire filled with boulder with square cut faces against the wire ( Wire crate to be measured and paid for separately) with in all leads and lift to the entire satisfaction of Engineer in charge. | 27.34 | Per Cum | - | - |
| 5Providing and laying cement concrete 1:1.5:3(1: cement :1.5 sand :3 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- | |||||
| 5.1 | Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge. | 38.9 | Per Cum | - | - |
| 6 | Providing and laying cement concrete 1:6:12(1: cement :6 sand :12 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge. | 9.52 | Per Cum | - | - |
| 7 | Providing and laying cement concrete 1:4:8(1:cement :4 sand:8 graded stone aggregate 40 mm nominal sixe) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. | 20.37 | Per Cum | - | - |
| 8 | Providing and laying cement conctete 1:5:10 (1cement: 5sand: 10graded stone agg. 40mm nominal size) with 15% plum and curing complete excluding cost of form work in R/Wall/Brest walls the size of plum 150 to 300mm as per PWD specification. With in all leads and lifts as per the direction of the Engineer-in-charge. | 74.93 | Per Cum | - | - |
| 9Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :- | |||||
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