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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.4 LAccepted-AOC HIMACHAL PRADESH HP | UNA | HIMACHAL PRADESH | 177202 | ₹21.4 L Quoted ₹23.9 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹24.6 LRejected-Finance HIMACHAL PRADESH HP | UNA | HIMACHAL PRADESH | 177202 | ₹24.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹25.0 LRejected-Finance | ₹25.0 L | L3 | Rejected-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Sandeep Bhaskar L3 | Mitesh Thakur L2 | Dine Ram L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick jumper work. | 63 | Cum | 580 ₹36,540 | 580 ₹36,540 | 575 ₹36,225 |
| 2.00 | 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) GI wire 5mm thick corresponding to SWG-6(15cm.x 15cm. Mesh) within as directed by the Engineer-in-charge.all leads and lifts and | 1,712.5 | Sqm | 400 ₹6.8 L | 400 ₹6.8 L | 395 ₹6.8 L |
| 3.00 | Wire crate of G.I. wire filles with boulders with square cut faces against the wire (Wire crates to be measured and paid for separately) within all leads and lifts and as directed by the Engineer-in-charge. | 421.88 | Cum | 3,050 ₹12.9 L | 3,000 ₹12.7 L | 2,900 ₹12.2 L |
| 4.00Providing form work with steel plates 3.15mm thick welded with angle iron frame 30x30x5mm so as to give a fair finish including centring,shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling in all heights and removal of the same for insitu -reinforced concrete and plain concrete work in : | ||||||
| 4.01 | Centering and shuttering including strutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 137.5 | Sqm | 560 ₹77,000 | 560 ₹77,000 | 550 ₹75,625 |
| 5.00 | Providing and laying cement concrete 1:2:4( 1 cement: 2 sand: 4graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- I) Foundation and footing bases of column and like the mass concrete with in all height and depth including all leads and lifts. | 24.37 | Cum | 12,500 ₹3.0 L | 12,000 ₹2.9 L | 11,500 ₹2.8 L |
| 6.00 | Boulder filling behind retaining wall under floor with in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. | 43.75 | Cum | 2,450 ₹1.1 L | 2,400 ₹1.1 L | 2,300 ₹1.0 L |
Tender Value
₹19.0 L
EMD Value
₹37,911
Closing Date
24 Nov 2025, 5:00 pmClosed
Executive Engineer Jal Shakti Division Larji
Executive Engineer Jal Shakti Division Larji
(SH- C/O Cut off walll along with Gabin Structure D/S of Pump house 1st stage at oposite site of Balichowki Bazar to Protect the Pump house and other Civil structure. )
2025_HPIPH_120629_5
NIT No. 9462-9561 dt. 15.11.2025
Open Tender
Civil Works
60 days
Banjar
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Engineer Jal Shakti Division Larji
₹37,911
29 Apr 2026
15 Nov 2025
25 Nov 2025
15 Nov 2025
24 Nov 2025
15 Nov 2025
Amount
Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick jumper work.
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) GI wire 5mm thick corresponding to SWG-6(15cm.x 15cm. Mesh) within as directed by the Engineer-in-charge.all leads and lifts and
Wire crate of G.I. wire filles with boulders with square cut faces against the wire (Wire crates to be measured and paid for separately) within all leads and lifts and as directed by the Engineer-in-charge.
Providing form work with steel plates 3.15mm thick welded with angle iron frame 30x30x5mm so as to give a fair finish including centring,shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling in all heights and removal of the same for insitu -reinforced concrete and plain concrete work in :
Centering and shuttering including strutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Providing and laying cement concrete 1:2:4( 1 cement: 2 sand: 4graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- I) Foundation and footing bases of column and like the mass concrete with in all height and depth including all leads and lifts.
Boulder filling behind retaining wall under floor with in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
Mitesh Thakur (BID ID -585489)
Sandeep Bhaskar (BID ID -585495)
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