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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.7 LAccepted-Finance NA | ₹52.7 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹53.3 L+₹58,907.06 (1.12%)Rejected-Finance | ₹53.3 L+₹58,907.06 (1.12%) | L2 | Rejected-Finance L2 |
| 3 | L3₹57.8 L+₹5.1 L (9.73%)Rejected-Finance BABU RAM THAKUR NIWAS BELOW UTTAM GAS AJANCY DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹57.8 L+₹5.1 L (9.73%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | ZAFIR HUSSAIND L2 | Babu Ram L3 | Sushil Chauhan L1 |
|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work and disposal of excavated earth up to a lead of 20 mtr. With in all leads and lifts as per the direction of the Engineer- in- charge. | 100.05 | Cum. | 420 ₹42,021 | 420 ₹42,021 | 380 ₹38,019 Lowest |
| 2.00 | Excavation in foundations , trenches etc., in earth work , lift up to 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 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge. | 448.97 | Cum. | 500 ₹2,24,485 | 530 ₹2,37,954.1 | 420 ₹1,88,567.4 Lowest |
| 3.00 | Providing & Laying cement concrete 1:6:12(1ccement :6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts as per the directions of the Engineer in charge. | 20.4 | Cum. | 9,200 ₹1,87,680 | 9,500 ₹1,93,800 | 8,800 ₹1,79,520 Lowest |
| 4.00 | Providing andf laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40 mm nominal size ) with 15% plum concrete and curing complete excluding cost of form work in retaining walls/breast walls,the size of plums shall usually be 150 mm to 300 mm as per H.P.P.W.D Specification. | 191.92 | Cum. | 8,800 ₹16,88,896 | 9,300 ₹17,84,856 | 8,600 ₹16,50,512 Lowest |
| 5.00Providing 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. | ||||||
| 5.01 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads aand lifts as per the direction of the Engineer in Charge. | 607.56 | Sqm. | 390 ₹2,36,948.4 | 480 ₹2,91,628.8 | 370 ₹2,24,797.2 Lowest |
| 5.02 | Column, pillar & post upto floor two level with in all leads & lifts as per direction of Engineer - in charge. | 100.32 | Sqm. | 520 ₹52,166.4 | 650 ₹65,208 | 450 ₹45,144 Lowest |
| 5.03 | Beams, cantilevers, Girders & lintels sides and siffits of beams, hounching cantilever girder not exceeding 1 mtr. Depth. | 48.6 | Sqm. | 590 ₹28,674 | 620 ₹30,132 | 420 ₹20,412 Lowest |
| 5.04 | Flat surfaces such as soffits and suspended floors, roofs landing and the like: Floors etc up to 200 mm in thickness with in all leads aand lifts as per the direction of the Engineer in Charge. | 90.25 | Sqm. | 530 ₹47,832.5 Lowest | 660 ₹59,565 | 540 ₹48,735 |
| 6.00 | Boulder filling behind R/wall & B/wall within all leads and lifts and as directed by the Engineer-in-charge. | 17.68 | Cum. | 2,100 ₹37,128 | 2,400 ₹42,432 | 2,000 ₹35,360 Lowest |
Tender Value
₹56.9 L
EMD Value
₹1.1 L
Closing Date
1 Aug 2026, 11:00 amClosed
Executive Engineer
JSV Division Jubbal
Providing FSSM for sewerage Hatkoti Saraswati Nagar in Tehsil Jubbal Distt Shimla HP SH Site development Construction of docking point laying jointing and testing of DI pipes construction of sludge thickning tank
2026_HPIPH_139711_1
JBL-SML-09-718
Open Tender
Civil Works
Item Rate
180 days
Saraswatinagar
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,000
₹1.1 L
3 Sept 2026
22 Jul 2026
1 Aug 2026
22 Jul 2026
1 Aug 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cutting in earth work and disposal of excavated earth up to a lead of 20 mtr. With in all leads and lifts as per the direction of the Engineer- in- charge. | 100.05 | Cum. | 470.77 | ₹47,100.54 |
| 2 | Excavation in foundations , trenches etc., in earth work , lift up to 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 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge. | - | Cum. | 679.39 | - |
| 3 | Providing & Laying cement concrete 1:6:12(1ccement :6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts as per the directions of the Engineer in charge. | - | Cum. | 9,399.99 | - |
| 4 | Providing andf laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40 mm nominal size ) with 15% plum concrete and curing complete excluding cost of form work in retaining walls/breast walls,the size of plums shall usually be 150 mm to 300 mm as per H.P.P.W.D Specification. | - | Cum. | 9,092.75 | - |
| 5Providing 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. | |||||
| 5.01 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads aand lifts as per the direction of the Engineer in Charge. | - | Sqm. | 456.19 | - |
| 5.02 | Column, pillar & post upto floor two level with in all leads & lifts as per direction of Engineer - in charge. | 100.32 | Sqm. | 646.99 | ₹64,906.04 |
| 5.03 | Beams, cantilevers, Girders & lintels sides and siffits of beams, hounching cantilever girder not exceeding 1 mtr. Depth. | 48.6 | Sqm. | 608.53 | ₹29,574.56 |
| 5.04 | Flat surfaces such as soffits and suspended floors, roofs landing and the like: Floors etc up to 200 mm in thickness with in all leads aand lifts as per the direction of the Engineer in Charge. | 90.25 | Sqm. | 640.25 | ₹57,782.56 |
| 6 | Boulder filling behind R/wall & B/wall within all leads and lifts and as directed by the Engineer-in-charge. | - | Cum. | 2,373.98 | - |
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