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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-Finance | ₹5.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹6.3 LRejected-Finance | ₹6.3 L | L2 | Rejected-Finance L2 |
| 3 | L3₹6.7 LRejected-Finance | ₹6.7 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Vikal Sood L2 | Mahinder Singh L3 | Chitar Singh L1 |
|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work in all kind of soil in all leads and lifts such as spade work,pick work, jumper work, saturated/unsaturated soil blasting work in soft /hard rock,chiselling/wedging out rocks, where blasting is prohibited in all leads and lifts stacking the usefull material available from cutting work and handing over the usefull material to the department free of cost as per direction of the Engineer-in-Charge with in all leads and lifts. | 24.6 | Cum. | 400 ₹9,840 | 320 ₹7,872 | 340 ₹8,364 |
| 2.00 | Excavation in foundations, trenches etc., in earth work lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres to the entire staisfaction of Engineer-in-charge with in all leads and lifts. | 16.48 | Cum. | 600 ₹9,888 | 600 ₹9,888 | 593 ₹9,772.64 |
| 3.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5 mm so as to give a rough finish including centering shuttering and propping etc. Height of propping and cetering below supporting floor to seiling not exceeding 4 mtrs and removel of th same for the same for in situ reinforcement concrete and plain concrete concrete work including all leads and lifts. | ||||||
| 3.01 | Vertical surface such as walls (any thikness) portions and the like including attached pilaster buttersses plinth and stiring course and the like | 52.69 | Sqm | 500 ₹26,345 | 600 ₹31,614 | 465 ₹24,500.85 |
| 4.00 | Providing and fixing 100mm dia PVC pipe arrangement in weep hole including PVC mesh in all leads and lifts as per the direction of Engineer in charge. | 53 | Each | 550 ₹29,150 | 700 ₹37,100 | 497 ₹26,341 |
| 5.00 | Providing and laying cement concrete 1:4:8 (1cement :4 sand :8 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in in foundation and plinth. | 53.09 | Cum. | 10,500 ₹5.6 L | 11,000 ₹5.8 L | 9,500 ₹5.0 L |
Tender Value
₹4.5 L
EMD Value
₹8,787
Closing Date
2 Apr 2026, 11:00 amClosed
EE JSD KATRAIN
EE JSD KATRAIN
( SH.-C/O Retaining Wall to protect the source of WSS Manali Town)
2026_HPIPH_132205_2
EE Katrain 10661-10730 dated 18.3.2026
Open Tender
Civil Works
60 days
MANALI
Please refer Tender documents.
2 documents required · 2 mandatory
₹350
₹8,787
12 Apr 2026
23 Mar 2026
2 Apr 2026
23 Mar 2026
2 Apr 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
Cutting in earth work in all kind of soil in all leads and lifts such as spade work,pick work, jumper work, saturated/unsaturated soil blasting work in soft /hard rock,chiselling/wedging out rocks, where blasting is prohibited in all leads and lifts stacking the usefull material available from cutting work and handing over the usefull material to the department free of cost as per direction of the Engineer-in-Charge with in all leads and lifts. | - | Cum. | - | - | BI01010001010000000000000515BI0100001113 | |
Excavation in foundations, trenches etc., in earth work lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres to the entire staisfaction of Engineer-in-charge with in all leads and lifts. | - | Cum. | - | - | BI01010001010000000000000515BI0100001114 | |
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5 mm so as to give a rough finish including centering shuttering and propping etc. Height of propping and cetering below supporting floor to seiling not exceeding 4 mtrs and removel of th same for the same for in situ reinforcement concrete and plain concrete concrete work including all leads and lifts. | - | - | - | - | BI01010001010000000000000515BI0100001115 | |
Vertical surface such as walls (any thikness) portions and the like including attached pilaster buttersses plinth and stiring course and the like | - | Sqm | - | - | BI01010001010000000000000515BI0100001116 | |
Providing and fixing 100mm dia PVC pipe arrangement in weep hole including PVC mesh in all leads and lifts as per the direction of Engineer in charge. | - | Each | - | - | BI01010001010000000000000515BI0100001117 | |
Providing and laying cement concrete 1:4:8 (1cement :4 sand :8 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in in foundation and plinth. | - | Cum. | - | - | BI01010001010000000000000515BI0100001118 |
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