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Tender Value
₹6.0 L
EMD Value
₹11,927
Closing Date
19 Jun 2026, 11:00 am4d left
Executive Engineer
Executive Engineer Jal Shakti Division Nalagarh District Solan HP
Restoration of rain damages of LIS Jaged in Tehsil Ramshehar Distt. Solan HP
2026_HPIPH_136388_1
4037-87 dated 10-06-2026
Open Tender
Civil Works
60 days
Nalagarh
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
₹11,927
11 Jun 2026
11 Jun 2026
19 Jun 2026
11 Jun 2026
19 Jun 2026
11 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in foundation & trenches etc. in in earth work lift up to 1.5 meter stacking the excavated soil not more than 3 meters clear from the edge of excavaton and then returning the stacked soil in 15cm layers when required into plinths, side of foundation etc. Consolidating each deposited layers by remming and watering and then disposing of all surplus excavated earth as direction within a lead of 20 mtr in pick work. | |||||
| 2 | Providing and lying cement concrete 1:6:12 (1Cement: 6Sand: 12 approved quarry stone agg.40mm nominal size)& curing complete excluding cost of form work in Foundation and Plinth, i/c entire carriage of materials up to all leads and lifts | 1 | Cum | - | - |
| 3Providing from work with steel plates 3.15 mm thic welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centring, shuttering, strutting and proping etc with wooden battens and ballies. Height of proping and centring below suporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu -reinforced concrete and plain concrete work in flat surfaces such as soffits of suspended floors, roofs, landing and the like floor etc. up to 200 mm in thickness i/c carriage of material within all leads and lifts complete in all respect. | |||||
| 3.01 | Vertical surfaces such as walls(any thickness but not less than 0.1 m thickness)Partions and string courses and the like including attached pilassters,butteres plinth and string courses including carriage of materials within all leads and lifts complete in all respect. | - | Sqm. | - | - |
| 4 | Providing and laying cement concrete 1:5:10 (1 cement :5app. sand :10 app. quary graded stone agg. 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining/ breast wall the size of plum shell usualy be 150 mm to 300 mm as per HPPWD specification including all carriage of material all leads and lifts. | 1 | Cum | - | - |
| 5Providing and filling of stone back side of retaining/breast wall. | |||||
| 6Excavation in earth work in drains and channels etc. in all kinds of soil such as kankar mooram singles conglomerate soil decomposed for soft/ hard or by blasting/chiselling(where blasting is prohibited) including dressing of sides & beds,disposing of excavated earth withall leads and lifts disposed earth to be levelled and neatly dressed and returning & commissioning the stacked soil in foundationetc. including ramming and consolidating the same where ever required within all leads and lifts and site clearance and as per direction of Engineer-in-Charge at site of work. | |||||
| 7Providing and Laying, jointing,testing and commissioning of HDPE(heigh density polythene pipe) for use for buried water main and services and for water supply above ground, both inside and out side building duly ISI marked (IS-4984-1995)as ammended upto date of PE 80 of pressure 4.0 kg/cm2 of the following diameter (earth work to be measuredand paid for separatly). complete in all respect, including entire carriage of materials up to all leads and lifts and as per direction of Engineer-in-Charge. | |||||
| 7.01 | 110 mm dia HDPE pipe, PN 4, PE80 IS:4984 | - | Rmt. | - | - |
| 7.02 | 125 mm dia HDPE pipe, PN 4, PE80 IS:4984 | - | Rmt. | - | - |
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