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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 2 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 3 | Accepted-Technical VILLAGE BHAMNA KAHANGARH ROAD SAMANA DISTT PATIALA | SAMANA | PATIALA | PUNJAB | Accepted-Technical ACCEPTED |
Tender Value
₹4.5 L
EMD Value
₹8,953
Closing Date
16 Feb 2026, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER
JAL SHAKTI DIVISION CHOWARI
Restoration of rain damages FIS Dooka Loona in Tehsil Dalhousie Distt Chamba HP SH Co PCC R Wall protection of main channel at RD 0 to 5.50 L 5.50 mtrs and providing crate work at RD 0
2026_HPIPH_127627_1
NIT NO 17162-17172 DATED 02-02-2026
Open Tender
Civil Works - Water Works
Item Rate
60 days
NAINIKHAD CHAMBA HP
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹8,953
6 Mar 2026
7 Feb 2026
16 Feb 2026
7 Feb 2026
16 Feb 2026
7 Feb 2026
7 Feb 2026 - 16 Feb 2026
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.
Wire crate made of G.I. wire filled with boulders with square cut faces aginst the wire (wire crate to be measured and paid for separetaly) the weight of boulder should not be less than 18 kg.each within all leads and lifts as per the direction of Engineer-in -Charge.
Wire crate made of G.I. wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separetaly) G.I. wire 5mm thick corresponding to SWG-6. 15 cm x 15 cm mesh. The size of crate 1.25x1.25x1.25 metre within all leads and lifts as per the direction of Engineer-in -Charge.
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