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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-Finance | ₹2.8 L | L1 | Accepted-Finance Accept due to lower side |
| 2 | L2₹3.9 L+₹1.1 L (41.0%)Rejected-Finance | ₹3.9 L+₹1.1 L (41.0%) | L2 | Rejected-Finance Reject due to higher side |
| 3 | L3₹4.0 L+₹1.2 L (42.0%)Rejected-Finance | ₹4.0 L+₹1.2 L (42.0%) | L3 | Rejected-Finance Reject due to higher side |
| Sl No | Description | Qty | Unit | Aavesh Sharma L1 | Mehro Ram L3 | Maan Singh L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in earth work and disposal of excavated earth upto a lead of 20 meters in and lift upto 1.50 meter disposed earth to be levelled nearly dressed in pic jumper work with in all leads and lifts as per the direction of Engineer-in-charge | 8.17 | Cum | 600 ₹4,902 | 500 ₹4,085 Lowest | 500 ₹4,085 Lowest |
| 2.00 | Providing and laying cement concrete 1:3:6(1: cement :3 sand :6 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge. | 1.82 | Cum | 15,100 ₹27,482 | 15,000 ₹27,300 Lowest | 15,000 ₹27,300 Lowest |
| 3.00Providing and laying cement concrete work 1:1.5:3 (1cement 1.5sand: 3 graded stone aggregate 20mm nominal size & curing complete excluding the cost of form work and reinforcement for reinforced concrete work in: | ||||||
| 3.10 | Foundation , footings, bases of columns etc. and mass concrete.in all leads and lifts and as per the direction of the Engineer-in –Charge. | 1.9 | Cum | 20,100 ₹38,190 | 18,000 ₹34,200 Lowest | 18,000 ₹34,200 Lowest |
| 3.20 | Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | 4.25 | Cum | 20,100 ₹85,425 | 15,000 ₹63,750 Lowest | 15,000 ₹63,750 Lowest |
| 4.00Providing form work with steel plates 3.15mm. thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish including centering shuttering strutting and propping etc, with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu reinforced concrete and plain concrete work in :- | ||||||
| 4.10 | Flat surfaces such as soffits of suspended floor, roofs landing and the like floors etc.upto 200mm in thickness.upto all thickness including all leads and lifts as per direction of the Engineer-in-charge. | 4.53 | Sqm | 625 ₹2,831.25 Lowest | 1,000 ₹4,530 | 1,000 ₹4,530 |
| 4.20 | Verticval surface such as wall (any thickness) partition and the like including attached pillasters, buttresses plinth and string and the like with in all leads and lifts as per the direction of the Engineer-in-charge. | 44.86 | Sqm | 510 ₹22,878.6 | 500 ₹22,430 Lowest | 500 ₹22,430 Lowest |
| 5.00Providing and laying cement concrete 1:2:4(1: cement :2 sand :4 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- | ||||||
| 5.10 | Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | 0.59 | Cum | 18,050 ₹10,649.5 | 18,000 ₹10,620 Lowest | 18,000 ₹10,620 Lowest |
Tender Value
₹3.8 L
EMD Value
₹7,521
Closing Date
4 Apr 2026, 5:00 pmClosed
Executive Engineer Jal Shakti Division Bharmour
Executive Engineer Jal Shakti Division Bharmour
SH Construction of 10000 letrs cap at RCC storage tank near Naag Mandir
2026_HPIPH_132698_1
6802-32 dated 28.03.2026
Open Tender
Civil Works
Item Rate
Bharmour
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
₹7,521
18 Apr 2026
28 Mar 2026
6 Apr 2026
28 Mar 2026
4 Apr 2026
28 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in earth work and disposal of excavated earth upto a lead of 20 meters in and lift upto 1.50 meter disposed earth to be levelled nearly dressed in pic jumper work with in all leads and lifts as per the direction of Engineer-in-charge | |||||
| 2Providing and laying cement concrete 1:3:6(1: cement :3 sand :6 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge. | |||||
| 3Providing and laying cement concrete work 1:1.5:3 (1cement 1.5sand: 3 graded stone aggregate 20mm nominal size & curing complete excluding the cost of form work and reinforcement for reinforced concrete work in: | |||||
| 3.1 | Foundation , footings, bases of columns etc. and mass concrete.in all leads and lifts and as per the direction of the Engineer-in –Charge. | - | Cum | - | - |
| 3.2 | Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | - | Cum | - | - |
| 4Providing form work with steel plates 3.15mm. thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish including centering shuttering strutting and propping etc, with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu reinforced concrete and plain concrete work in :- | |||||
| 4.1 | Flat surfaces such as soffits of suspended floor, roofs landing and the like floors etc.upto 200mm in thickness.upto all thickness including all leads and lifts as per direction of the Engineer-in-charge. | - | Sqm | - | - |
| 4.2 | Verticval surface such as wall (any thickness) partition and the like including attached pillasters, buttresses plinth and string and the like with in all leads and lifts as per the direction of the Engineer-in-charge. | - | Sqm | - | - |
| 5Providing and laying cement concrete 1:2:4(1: cement :2 sand :4 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- | |||||
| 5.1 | Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | - | Cum | - | - |
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