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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 CrAccepted-Finance HPSEBL THALOUT | KANGRA | HIMACHAL PRADESH | 176201 | ₹1.2 Cr | 1 | Accepted-Finance L1 |
| 2 | 2₹1.2 Cr+₹3.0 L (2.51%)Rejected-Finance SHIMLA DIVISION NO I HIMACHAL PRADESH HP | SHIMLA | HIMACHAL PRADESH | 171001 | ₹1.2 Cr+₹3.0 L (2.51%) | 2 | Rejected-Finance L2 |
| 3 | 3₹1.3 Cr+₹5.3 L (4.41%)Rejected-Finance | ₹1.3 Cr+₹5.3 L (4.41%) | 3 | Rejected-Finance L3 |
Tender Value
₹74.5 L
EMD Value
₹1.4 L
Closing Date
29 Jan 2026, 5:00 pmClosed
Executive Engineer Jal Shakti Division Bharmour
Executive Engineer Jal Shakti Division Bharmour
SH Providing RCC work for 2nd step and 3rd step from RD 00 To 60 PCC work above RCC wall from RD 00 To 60 and wire create work
2026_HPIPH_126256_1
5061-5111 dated 20.01.2026
Open Tender
Civil Works
Item Rate
Bharmour
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,000
EE Bharmour
₹1.4 L
9 Mar 2026
20 Jan 2026
30 Jan 2026
20 Jan 2026
29 Jan 2026
20 Jan 2026
Providing mild steel/tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge.
Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain conrete work in.ii) Vertical surfaces such as walls (any thickness) partition and the like including attached pillasters, buttresses, plinth and string courses and the like.
RCC work 1:1.5:3 2nd Step & 3rd Step and PCC Wall 1:3:6
Providing and laying cement concrete 1:1.5:3 (One cement is to one & half sand is to three graded stone aggregate twenty milimetre nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work with in all leads and lifts as per the direction of Engineer -in charge.In walls (any thickness but not less than 0.10 metre thickness )including attached pillasters, plinth and string course, etc. from top of foundation up to floor two level.
2nd Step & Third Step
Providing and laying cement concrete 1:3:6(1: cement :3 sand :6 graded crushed stone agg. of 20mm. 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.in wall including attached butte=resses, pillasters and their caps and bases string courses upto floor two level
Wire crate made of GI wire filled with boulder with square cut faces against the wire having size 1.25x1.25x1.25 mtrs. Filled with approved quality of hard stone/boulder and approved quarry having rounded angular shape dimension and size of the stone not less than 23cm. and weight 18 kg respectively free from soft spots crackscavities veins including netting and twisting complete in all respect (Wire crates to be measurd & paid for separetely).
Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately) G.I. wire 5mm thick corrospanding to SWG 6 (15cmx 15cm mesh.) with all leads and lifts as per the direction of Engineer-in-charge.
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