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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAdmitted-Finance BANIKHET NAVEEN KUMAR BANIKHET CHAMBA HIMACHAL PRADESH 176303 | CHAMBA | HIMACHAL PRADESH | 176303 | ₹2.6 L | L1 | Admitted-Finance |
| 2 | L2₹2.7 L+₹9,184.04 (3.54%)Admitted-Finance | ₹2.7 L+₹9,184.04 (3.54%) | L2 | Admitted-Finance |
| 3 | L3₹2.7 L+₹13,440.24 (5.18%)Admitted-Finance | ₹2.7 L+₹13,440.24 (5.18%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Mukhtyar Mohammad L3 | SETHI KUMAR L2 | Naveen Kumar 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 meters 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 layers by raming watering and than deposong of all surplus excavated earth as directed with in a lead of 20 mtrs and neatly dressed complete with in all lead and lifts and to the entire satisfaction of Engineer in charge. | 9 | Cum | 360 ₹3,240 | 380 ₹3,420 | 350 ₹3,150 Lowest |
| 2.00 | Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth | 1.5 | Cum | 8,300 ₹12,450 | 8,500 ₹12,750 | 8,210 ₹12,315 Lowest |
| 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 surfaces such as Walls ( any thickness but attached pilasters, buttresses, plinth and string courses etc. and the like complete in all leads and lifts. | 44.25 | Sqm | 560 ₹24,780 | 550 ₹24,337.5 | 520 ₹23,010 Lowest |
| 4.00 | Providing and laying cement concrete 1:5:10(1cement:5sand:10 graded stone aggregate of 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D specification including all leads and lifts | 17 | Cum | 11,900 ₹2,02,300 | 11,500 ₹1,95,500 | 11,100 ₹1,88,700 Lowest |
| 5.00 | Stone/Boulder filling behind the R/Wall as per the direction of Engineer in charge. | 4.35 | Cum | 2,800 ₹12,180 Lowest | 2,900 ₹12,615 | 2,860 ₹12,441 |
| 6.00 | Removal of slips inall kind of soil such as unsaturated soil/saturated soil ,boulders and where rocky portion required blasting. Disposing of unserviceable material,stacking serviceable material and neatly dressing the surface including all leads and lift and to the entire satisfaction of Engineer in charge | 59.18 | Cum | 300 ₹17,754 Lowest | 335 ₹19,825.3 | 332 ₹19,647.76 |
Tender Value
₹2.6 L
EMD Value
₹5,199
Closing Date
22 Jun 2026, 5:00 pmClosed
EE CHAUNTRA
EE JSD CTR
RR Damages to FIS Garoru Kuhl in Tehsil. Joginder Nagar Distt. Mandi HP SH CO R wall and removal of slip near house of Sh Mangoo Ram
2026_HPIPH_136545_1
EE-CTR-TA-3722-71 dated 10.06.2026-5
Open Tender
Civil Works
Item Rate
90 days
Joginder Nagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
EE CHAUNTRA
₹5,199
15 Jul 2026
12 Jun 2026
23 Jun 2026
12 Jun 2026
22 Jun 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation trenches etc in earth work lift up to 1.5 mtrs stacking the excavated soil not more than 3 meters 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 layers by raming watering and than deposong of all surplus excavated earth as directed with in a lead of 20 mtrs and neatly dressed complete with in all lead and lifts and to the entire satisfaction of Engineer in charge. | 9 | Cum | - | - |
| 2 | Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth | 1.5 | Cum | - | - |
| 3Providing 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 surfaces such as Walls ( any thickness but attached pilasters, buttresses, plinth and string courses etc. and the like complete in all leads and lifts. | 44.25 | Sqm | - | - |
| 4 | Providing and laying cement concrete 1:5:10(1cement:5sand:10 graded stone aggregate of 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D specification including all leads and lifts | 17 | Cum | - | - |
| 5 | Stone/Boulder filling behind the R/Wall as per the direction of Engineer in charge. | 4.35 | Cum | - | - |
| 6 | Removal of slips inall kind of soil such as unsaturated soil/saturated soil ,boulders and where rocky portion required blasting. Disposing of unserviceable material,stacking serviceable material and neatly dressing the surface including all leads and lift and to the entire satisfaction of Engineer in charge | 59.18 | Cum | - | - |
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