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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC VILLAGE PORI P O MOHANI TEHSIL BANJAR DISTT KULLU H P | KULLU | HIMACHAL PRADESH | 172002 | ₹4.6 L | L1 | Accepted-AOC AOC |
| 2 | L2₹4.8 L+₹13,402.90 (2.90%)Rejected-Finance VILLAGE KHADED P O CHOWAI TEHSIL ANNI DISTT KULLU HP | KULLU | HIMACHAL PRADESH | 172001 | ₹4.8 L+₹13,402.90 (2.90%) | L2 | Rejected-Finance L2 |
| 3 | L3₹4.9 L+₹29,710.50 (6.44%)Rejected-Finance | ₹4.9 L+₹29,710.50 (6.44%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | GULSHAN KUMAR L3 | Dev raj L2 | gopi chand L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. | 6.33 | Cum | 410 ₹2,595.3 | 400 ₹2,532 | 380 ₹2,405.4 Lowest |
| 2.00 | Providing and laying cement concrete 1:3:6 (1cement: 3sand: 6 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge. | 2.53 | Cum | 7,200 ₹18,216 | 7,000 ₹17,710 | 6,900 ₹17,457 Lowest |
| 3.00Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in: | ||||||
| 3.01 | Wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level. | 13.53 | Cum | 10,810 ₹1,46,259.3 | 10,800 ₹1,46,124 | 10,400 ₹1,40,712 Lowest |
| 4.00 | Providing Placing &Laying mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two level including all leads and lifts.: a) Tor steel | 811.8 | Kg. | 101 ₹81,991.8 | 96 ₹77,932.8 | 95 ₹77,121 Lowest |
| 5.00Providing 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 including all leads and lifts: | ||||||
| 5.01 | Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like | 94.2 | Sqm | 500 ₹47,100 | 430 ₹40,506 | 420 ₹39,564 Lowest |
| 6.00 | Providing and laying cement concrete 1:5:10 (1cement: 5 sand: 10 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge. | 23.1 | Cum | 6,200 ₹1,43,220 | 6,200 ₹1,43,220 | 6,000 ₹1,38,600 Lowest |
| 7.00 | Boulder filling behind the R/ wall also under the flooring etc.including all leads and lift the direction of Engineer-in-charge. | 24.75 | Cum | 2,100 ₹51,975 | 1,900 ₹47,025 | 1,850 ₹45,787.5 Lowest |
Tender Value
₹5.0 L
EMD Value
₹10,045
Closing Date
17 Apr 2026, 5:00 pmClosed
E.E. JSV Division Anni
E.E. JSV Division Anni
SH Cons. of RCC Retaining wall 11.00 mtrs . LADF
2026_HPIPH_134000_1
555-90
Open Tender
Civil Works
Item Rate
60 days
Anni
Please refer Tender documents.
9 documents required · 9 mandatory
₹350
₹10,045
4 May 2026
10 Apr 2026
18 Apr 2026
10 Apr 2026
17 Apr 2026
10 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. | |||||
| 2 | Providing and laying cement concrete 1:3:6 (1cement: 3sand: 6 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge. | 1 | Cum | - | - |
| 3Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in: | |||||
| 3.01 | Wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level. | 1 | Cum | - | - |
| 4 | Providing Placing &Laying mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two level including all leads and lifts.: a) Tor steel | 1 | Kg. | - | - |
| 5Providing 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 including all leads and lifts: | |||||
| 5.01 | Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like | - | Sqm | - | - |
| 6Providing and laying cement concrete 1:5:10 (1cement: 5 sand: 10 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge. | |||||
| 7Boulder filling behind the R/ wall also under the flooring etc.including all leads and lift the direction of Engineer-in-charge. | |||||
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