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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 2 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 3 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 4 | Accepted-Technical HIMACHAL PRADESH | Accepted-Technical ACCEPTED |
| 5 | Accepted-Technical | Accepted-Technical ACCEPTED |
Tender Value
₹2.0 L
EMD Value
₹3,988
Closing Date
14 Aug 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
jal shakti division chowari
as per NIT
2026_HPIPH_140524_1
NIT NO 9745-50 DATED 31-07-2026
Open Tender
Civil Works - Water Works
Item Rate
60 days
CHOWARI CHAMBA HP
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
₹3,988
24 Aug 2026
4 Aug 2026
17 Aug 2026
4 Aug 2026
14 Aug 2026
4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 6.19 | Cum. | - | - |
| 2Providing 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:- | |||||
| 2.1 | 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. | 33.6 | Sqm. | - | - |
| 3 | Providing and laying cement concrete 1:2:4 (1 cement : 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete complete excluding the cost of form work form work in column Pillars,posts and struts, square rectangular or polygonal in plan within all leads and lifts as per the direction of Engineer -in- Charge. | 7.14 | Cum. | - | - |
| 4 | 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. | 23.44 | Cum. | - | - |
| 5 | 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. | 112.5 | Sqm. | - | - |
stage.html
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tech_eval.pdf
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details.html
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Tendernotice_1.pdf
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FORM68.pdf
Tender Documents • 2.15 MB
BOQ_208438.xls
BOQ • 0.28 MB
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