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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAccepted-Finance | ₹8.9 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹9.6 L+₹68,720.09 (7.71%)Rejected-Finance VILLAGE ASTANDLI PO DOCHI TEHSIL JUBBAL DISTT SHIMLA H P | JUBBAL | SHIMLA | HIMACHAL PRADESH | ₹9.6 L+₹68,720.09 (7.71%) | L2 | Rejected-Finance L2 |
| 3 | L3₹10.0 L+₹1.1 L (12.7%)Rejected-Finance | ₹10.0 L+₹1.1 L (12.7%) | L3 | Rejected-Finance L3 |
| 4 | L4₹10.1 L+₹1.1 L (12.8%)Rejected-Finance | ₹10.1 L+₹1.1 L (12.8%) | L4 | Rejected-Finance L4 |
| 5 | L5₹11.5 L+₹2.5 L (28.5%)Rejected-Finance BABU RAM THAKUR NIWAS BELOW UTTAM GAS AJANCY DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹11.5 L+₹2.5 L (28.5%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | NARESH AUKTA L3 | Mohit Khimta L2 | Rachna Justa L1 | Babu Ram L5 | MR. BALVIR SINGH L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches etc.in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required, into plinths, sides of foundations, etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 metres in pick jumper work. | 45.51 | Cum | 210 ₹9,557.1 | 350 ₹15,928.5 | 201 ₹9,147.51 Lowest | 275 ₹12,515.25 | 245 ₹11,149.95 |
| 2.00 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand :6graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation & plimnth. | 5.85 | Cum | 7,500 ₹43,875 | 8,000 ₹46,800 | 8,000 ₹46,800 | 10,000 ₹58,500 | 7,400 ₹43,290 Lowest |
| 3.00Providing and laying cement concrete 1:1.5:3(1cement: 1.5sand:3agg. Stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in walls including attached buttresses, pilaster of their caps & bases and their caps and bases and string courses etc upto floor two level in all height and depth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. | ||||||||
| 3.01 | Foundation and plinth (bed) within all lead and lifts | 0.78 | Cum | 9,200 ₹7,176 | 9,000 ₹7,020 Lowest | 11,000 ₹8,580 | 11,200 ₹8,736 | 9,500 ₹7,410 |
| 3.02 | wallas including attached buttress,pilasters and their caps and string. | 35.42 | Cum | 9,100 ₹3,22,322 | 7,800 ₹2,76,276 Lowest | 11,000 ₹3,89,620 | 11,500 ₹4,07,330 | 8,500 ₹3,01,070 |
| 4.00Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge. | ||||||||
| 4.01 | Flat surfaces such as soffits of suspended floors, roofs landings and like, floors etc. upto 200 mm in thickness including all leads and lift and carriage of materials at site. | 4.2 | Sqm. | 300 ₹1,260 | 600 ₹2,520 | 50 ₹210 Lowest | 320 ₹1,344 | 400 ₹1,680 |
| 4.02 | Vertical surface such as walls ( Any thickness) including attached pillasters, buttresses, plinth & string courses. | 276.45 | Sqm. | 210 ₹58,054.5 | 350 ₹96,757.5 | 100 ₹27,645 Lowest | 260 ₹71,877 | 350 ₹96,757.5 |
| 5.00 | Providing and laying cement concrete 1:2:4 (1cement: 2 sand :4graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in In foundation and plinth. | 1.26 | Cum | 9,200 ₹11,592 | 11,500 ₹14,490 | 9,000 ₹11,340 Lowest | 10,000 ₹12,600 | 9,500 ₹11,970 |
| 6.00 | Providing and fixing Man Hole cover with frame of M.S. sheet and angle size 500mm(weight of Main!Hole not less 58kg). Including welding with all leads, lifts and carriage of material at site and as directed by the Engineer - In - Charge | 2 | Nos. | 2,100 ₹4,200 | 4,369 ₹8,738 | 1,000 ₹2,000 Lowest | 3,600 ₹7,200 | 3,500 ₹7,000 |
Tender Value
₹13.1 L
EMD Value
₹26,500
Closing Date
10 Apr 2026, 11:00 amClosed
Executive Engineer
JSV Division Jubbal
RR of LWSS Nandpur in GP Nandpur in Tehsil Jubbal District Shimla HP SH Construction of filter bed and sedimentation tank of 3.00 sqm area for GWSS Kuftu Sansog
2026_HPIPH_133088_2
JBL-SML-09-718
Open Tender
Civil Works
Item Rate
30 days
Saraswatinagar
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹26,500
9 Jun 2026
1 Apr 2026
10 Apr 2026
1 Apr 2026
10 Apr 2026
1 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in foundation, trenches etc.in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required, into plinths, sides of foundations, etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 metres in pick jumper work. | - | Cum | - | - |
| - | Providing and laying cement concrete 1:3:6 (1 cement:3 sand :6graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation & plimnth. | - | Cum | - | - |
| - | Providing and laying cement concrete 1:1.5:3(1cement: 1.5sand:3agg. Stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in walls including attached buttresses, pilaster of their caps & bases and their caps and bases and string courses etc upto floor two level in all height and depth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. | - | - | - | - |
| - | Foundation and plinth (bed) within all lead and lifts | - | Cum | - | - |
| - | wallas including attached buttress,pilasters and their caps and string. | - | Cum | - | - |
| - | Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge. | - | - | - | - |
| - | Flat surfaces such as soffits of suspended floors, roofs landings and like, floors etc. upto 200 mm in thickness including all leads and lift and carriage of materials at site. | - | Sqm. | - | - |
| - | Vertical surface such as walls ( Any thickness) including attached pillasters, buttresses, plinth & string courses. | - | Sqm. | - | - |
| - | Providing and laying cement concrete 1:2:4 (1cement: 2 sand :4graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in In foundation and plinth. | - | Cum | - | - |
| - | Providing and fixing Man Hole cover with frame of M.S. sheet and angle size 500mm(weight of Main!Hole not less 58kg). Including welding with all leads, lifts and carriage of material at site and as directed by the Engineer - In - Charge | - | Nos. | - | - |
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