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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 2 | Accepted-Technical A R AND M O ON VARIOUS ROAD IN SECTION NALAGARH 1 UNDER NALAGARH SUB DIVISION SH HIRING OF JCB | Accepted-Technical ACCEPTED |
| 3 | Accepted-Technical | Accepted-Technical ACCEPTED |
Tender Value
₹2.3 L
EMD Value
₹4,549
Closing Date
25 Feb 2026, 4:00 pmClosed
EXECUTIVE ENGINEER
JAL SHAKTI DIVISION CHOWARI
Restoration of rain damages to FIS Mugagar in GP Chuhan in Tehsil Dalhousie Distt Chamba HP SH Co PCC R Wall at Rd 0 to 7.10 L 7.10 and removal of slip from RD 710 to 1550-840 rmt
2026_HPIPH_128600_1
NIT NO 17846-17945 DATED 12-02-2025
Open Tender
Civil Works - Water Works
Item Rate
60 days
CHOWARI CHAMBA HP
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹4,549
10 Mar 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
Removal of Silt/slips in all kind of Soil including saturated soil but excluding boulder and rocky portion requiring blasting up to a distance of 20 miters. Disposing of un-serviceable materials, stacking serviceable materials and neatly dressing the surface within all leads and lifts as per the direction of Engineer-In-Charge.
Excavation in earth work and disposal of all excavated earth such as pick work, jumper work, blasting work in hard/ soft rocks, including dewatering in saturated soil upto all leads and lifts disposed earth to be levelled and neately dressed within all leads and lifts as per the direction of Engineer-in -Charge.
Providing form work with steel plates 3.15 millimeter thick welding with angle iron in frame 30x30x5 millimeter, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and bellies, 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 plain concrete work in:-
Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge.
Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40mm nominal size) with 15 % plums and curing complete excluding cost of form work in Retaining wall/ Breast walls. The size of plum shall usually be 150 mm to 300 mm as per PWD specification within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.
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FORM68.pdf
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