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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.1 LAdmitted-Finance VILL SAKRAH PO CHAMBI TEHSIL SUNDERNAGAR DISTT MANDI HP | SUNDERNAGAR | MANDI | HIMACHAL PRADESH | L1 | Admitted-Finance | |
| 2 | L2₹31.1 L+₹4.0 L (14.8%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | KUSHAL SINGH RAGHAV L1 | Pal Advertiser L2 |
|---|---|---|---|---|---|
| 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 sidesand bed stacking the excavatted 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 the direction and to the entire satisfaction of the Engineer-in-charge. | 1,110.01 | Cum | 295 ₹3,27,452.95 Lowest | 330 ₹3,66,303.3 |
| 2.00 | Providing and laying cement concrete 1:3:6( 1cement:3 sand: 6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth. | 3.91 | Cum | 7,295 ₹28,523.45 Lowest | 7,450 ₹29,129.5 |
| 3.00Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- | |||||
| 3.01 | Foundation and plinth. | 4.07 | Cum | 8,995 ₹36,609.65 | 8,950 ₹36,426.5 Lowest |
| 3.02 | Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. | 6.73 | Cum | 9,195 ₹61,882.35 Lowest | 9,450 ₹63,598.5 |
| 4.00Providing and laying cement concrete 1:2:4 ( 1cement:2 sand: 4graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- | |||||
| 4.01 | suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level. | 2.07 | Cum | 8,395 ₹17,377.65 Lowest | 8,500 ₹17,595 |
| 5.00Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to give fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and | |||||
| 5.01 | Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like. | 91.35 | sqm | 395 ₹36,083.25 Lowest | 400 ₹36,540 |
| 5.02 | Flat surfaces such as soffits of suspended floors, roofs landings and the like: floors etc. up to 200 mm in thickness. | 18.54 | sqm | 415 ₹7,694.1 Lowest | 420 ₹7,786.8 |
Tender Value
₹31.0 L
EMD Value
₹61,910
Closing Date
27 Jul 2026, 10:00 amClosed
Executive Engineer Jal Shakti Division Thunag
o/o Executive Engineer Jal Shakti Division Thunag
CO Main Storage Tank of 50000 Ltr. Capacity and Providing, Laying jointing and Testing of GI Pipe 50mm dia RD 0 to 3500 3500 Rmt DC Deposit Under BASP
2026_HPIPH_139349_1
2268-2308 DT 17/07/2026
Open Tender
Civil Works - Water Works
Item Rate
Thung
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,000
Yes
₹61,910
Yes
5 Oct 2026
18 Jul 2026
27 Jul 2026
18 Jul 2026
27 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 sidesand bed stacking the excavatted 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 the direction and to the entire satisfaction of the Engineer-in-charge. | 1,110.01 | Cum | - | - |
| 2 | Providing and laying cement concrete 1:3:6( 1cement:3 sand: 6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth. | 3.91 | Cum | - | - |
| 3Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- | |||||
| 3.01 | Foundation and plinth. | 4.07 | Cum | - | - |
| 3.02 | Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. | 6.73 | Cum | - | - |
| 4Providing and laying cement concrete 1:2:4 ( 1cement:2 sand: 4graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- | |||||
| 4.01 | suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level. | 2.07 | Cum | - | - |
| 5Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to give fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and | |||||
| 5.01 | Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like. | 91.35 | sqm | - | - |
| 5.02 | Flat surfaces such as soffits of suspended floors, roofs landings and the like: floors etc. up to 200 mm in thickness. | 18.54 | sqm | - | - |
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