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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.9 LAccepted-Finance | ₹2.9 L | 1 | Accepted-Finance Accepted |
| 2 | 2₹3.5 L+₹61,677.35 (21.4%)Rejected-Finance HIMACHAL PRADESH HP | KULLU | HIMACHAL PRADESH | 172023 | ₹3.5 L+₹61,677.35 (21.4%) | 2 | Rejected-Finance Rejected |
| 3 | 3₹4.0 L+₹1.1 L (39.2%)Rejected-Finance | ₹4.0 L+₹1.1 L (39.2%) | 3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | YashPal Thakur L1 | mukesh L2 | VICKY RAM L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in earth work and disposal of excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed in Pick-Jumper work. | 16.13 | Cum | 390 ₹6,290.7 | 380 ₹6,129.4 Lowest | 400 ₹6,452 |
| 2.00Providing and laying cement concrete 1:4:8 (1 cement: 4 sand: 8 graded stone aggregate 40 mm nominal size) excluding cost of centring & shuttering in. | ||||||
| 2.01 | Foundation and Plinth. | 1.08 | Cum | 8,600 ₹9,288 Lowest | 10,500 ₹11,340 | 10,910 ₹11,782.8 |
| 3.00Providing and laying cement concrete 1:1:2 (1 cement: 1 sand: 2 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in. | ||||||
| 3.01 | i) Foundation footings bases of columns and the like and mass concrete. | 2.25 | Cum | 11,000 ₹24,750 Lowest | 12,500 ₹28,125 | 13,110 ₹29,497.5 |
| 3.02 | ii) Walls (any thickness but not less than 0.1m) including attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level) | 7.54 | Cum | 11,000 ₹82,940 Lowest | 13,000 ₹98,020 | 13,910 ₹1,04,881.4 |
| 4.00Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain conrete work in. | ||||||
| 4.01 | i) Flat surfaces such as soffits of suspended floors, roofs, landings & the like. (Floors upto 200mm th.) | 8.56 | Sqm | 435 ₹3,723.6 Lowest | 700 ₹5,992 | 690 ₹5,906.4 |
| 4.02 | ii) Vertical surfaces such as walls (any thickness) partition and the like including attached pillasters, buttresses, plinth and string courses and the like. | 78.38 | Sqm | 300 ₹23,514 Lowest | 600 ₹47,028 | 810 ₹63,487.8 |
| 5.00Providing and laying cement concrete 1:1½:3 (1 cement: 1½ sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in. | ||||||
Tender Value
₹3.2 L
EMD Value
₹6,369
Closing Date
13 Aug 2026, 1:00 pmClosed
Executive Engineer
Jal Shakti Division Baddi
(SH - Construction of drinking water storage tank at village Bagi 25,000 Mtrs capacity. C/O RCC storage tank). (Under PDNA). (9177,9178,9234)
2026_HPIPH_140743_1
NIT No. 16890-990 Dt. 06-08-2026
Open Tender
Civil Works
Item Rate
180 days
Baddi
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
₹6,369
20 Aug 2026
7 Aug 2026
13 Aug 2026
7 Aug 2026
13 Aug 2026
7 Aug 2026
7 Aug 2026 - 12 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in earth work and disposal of excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed in Pick-Jumper work. | 16.13 | Cum | - | - |
| 2Providing and laying cement concrete 1:4:8 (1 cement: 4 sand: 8 graded stone aggregate 40 mm nominal size) excluding cost of centring & shuttering in. | |||||
| 2.01 | Foundation and Plinth. | 1.08 | Cum | - | - |
| 3Providing and laying cement concrete 1:1:2 (1 cement: 1 sand: 2 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in. | |||||
| 3.01 | i) Foundation footings bases of columns and the like and mass concrete. | 2.25 | Cum | - | - |
| 3.02 | ii) Walls (any thickness but not less than 0.1m) including attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level) | 7.54 | Cum | - | - |
| 4Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain conrete work in. | |||||
| 4.01 | i) Flat surfaces such as soffits of suspended floors, roofs, landings & the like. (Floors upto 200mm th.) | 8.56 | Sqm | - | - |
| 4.02 | ii) Vertical surfaces such as walls (any thickness) partition and the like including attached pillasters, buttresses, plinth and string courses and the like. | 78.38 | Sqm | - | - |
| 5Providing and laying cement concrete 1:1½:3 (1 cement: 1½ sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in. | |||||
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