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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAdmitted-Finance JOGINDER NAGAR | ₹4.4 L | L1 | Admitted-Finance |
| 2 | L2₹4.4 L+₹4,922.45 (1.12%)Admitted-Finance JOGINDER NAGAR | AMRITSAR | PUNJAB | 143001 | ₹4.4 L+₹4,922.45 (1.12%) | L2 | Admitted-Finance |
| 3 | L3₹4.5 L+₹9,435.55 (2.15%)Admitted-Finance MANDI HIMACHAL PRADESH | LAHUL AND SPITI | HIMACHAL PRADESH | 175133 | ₹4.5 L+₹9,435.55 (2.15%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Surender Kumar L3 | Naginder Singh L1 | ANIL KUMAR RANA L2 |
|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work and disposal of excavated earth upto a lead of 20 mtr in pick, jumper work as per direction and to the entire satisfaction of Engineer in Charge. | 33.75 | Cum | 425 ₹14,343.75 | 380 ₹12,825 Lowest | 400 ₹13,500 |
| 2.00 | Excavation in foundation trenches etc. in earth work lift upto 1.50 mtrs. stacking the excavated soil not more than 3 mtr. Clear from the edge of excavation and then returning the stacked soil in 15cm. Layer when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth all kinds of soil within all leads and lifts and as directed by the Engineer-in-charge. | 1.02 | Cum | 420 ₹428.4 | 390 ₹397.8 Lowest | 400 ₹408 |
| 3.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work in:- | ||||||
| 3.01 | Vertical Walls ( any thickness but not less than 0.1 mtr. Thickness) attached pilasters, buttresses, plinth and string courses etc. from top pf foundation level up to floor two level in all leads and lifts. | 72.29 | Sqm | 480 ₹34,699.2 | 450 ₹32,530.5 Lowest | 475 ₹34,337.75 |
| 4.00 | Providing & laying cement concrete 1:1.5:3 (1 cement 1.5 sand 3 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of from work with 15% plum.The size of plums shall usually be 150mm to 300mm as per H.P.P.W.D specification including with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge. | 24.3 | Cum | 13,000 ₹3,15,900 | 12,900 ₹3,13,470 Lowest | 13,000 ₹3,15,900 |
| 5.00 | Stone filling behind the R/wal with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge. | 5 | Cum | 2,450 ₹12,250 | 2,400 ₹12,000 Lowest | 2,400 ₹12,000 Lowest |
| 6.00 | Providing, Laying/placing mild steel/tor steel reinforcement for RCC work including binding bending andd placing in position complete upto all floor level toor steel | 607.5 | Kg | 115 ₹69,862.5 | 110 ₹66,825 Lowest | 110 ₹66,825 Lowest |
Tender Value
₹4.1 L
EMD Value
₹8,117
Closing Date
22 Apr 2026, 5:00 pmClosed
EE JSD CTR
EE JSD CTR
RR damages of FIS NerMajharnoo in Tehsil Joginder Nagar DisttMandi H.P.SH CO RCC RWall to sliding area near Jai Krishan House
2026_HPIPH_134185_1
EE-CTR-TA-391-441 dated 09.04.2026-5
Open Tender
Civil Works - Others
Item Rate
90 days
Joginder Nagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
EE CHAUNTRA
₹8,117
19 Jun 2026
13 Apr 2026
23 Apr 2026
13 Apr 2026
22 Apr 2026
13 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Cutting in earth work and disposal of excavated earth upto a lead of 20 mtr in pick, jumper work as per direction and to the entire satisfaction of Engineer in Charge. | - | Cum | - | - |
| - | Excavation in foundation trenches etc. in earth work lift upto 1.50 mtrs. stacking the excavated soil not more than 3 mtr. Clear from the edge of excavation and then returning the stacked soil in 15cm. Layer when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth all kinds of soil within all leads and lifts and as directed by the Engineer-in-charge. | - | Cum | - | - |
| - | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work in:- | - | - | - | - |
| - | Vertical Walls ( any thickness but not less than 0.1 mtr. Thickness) attached pilasters, buttresses, plinth and string courses etc. from top pf foundation level up to floor two level in all leads and lifts. | - | Sqm | - | - |
| - | Providing & laying cement concrete 1:1.5:3 (1 cement 1.5 sand 3 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of from work with 15% plum.The size of plums shall usually be 150mm to 300mm as per H.P.P.W.D specification including with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge. | - | Cum | - | - |
| - | Stone filling behind the R/wal with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge. | - | Cum | - | - |
| - | Providing, Laying/placing mild steel/tor steel reinforcement for RCC work including binding bending andd placing in position complete upto all floor level toor steel | - | Kg | - | - |
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