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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-Finance | ₹1.9 L | L1 | Accepted-Finance L1 Accepted |
| 2 | L2₹1.9 L+₹4,919.60 (2.59%)Rejected-Finance | ₹1.9 L+₹4,919.60 (2.59%) | L2 | Rejected-Finance L2 Rejected |
| 3 | L3₹2.0 L+₹9,844.88 (5.18%)Rejected-Finance | ₹2.0 L+₹9,844.88 (5.18%) | L3 | Rejected-Finance L3 Rejected |
| Sl No | Description | Qty | Unit | sudershan singh L3 | Chetan Thakur L2 | SURINDER SINGH PARMAR L1 |
|---|---|---|---|---|---|---|
| 1.00 | Disliting of existing sumpwell/perculation below ground level upto 3.00 mtrs and disit the unservicable material upto 20mtr and and all feads and lifts complete in all respects. 1.Sumpwell/Perculation-1 2. Perculation | 274.32 | Cum | 430 ₹1,17,957.6 | 420 ₹1,15,214.4 | 405 ₹1,11,099.6 Lowest |
| 2.00 | Excavation in foundation in trenches in earth work in pick work, jumper work within all leads and lifts stacking the excavated soil not more than 3 mtr clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc., consolidating each deposited layer by ramming watering and then disposing of all surplus excavated earth as directed within a leads of 20 mtr in pick jumper work 50% each in all leads and lifts as per the satisfaction of E-in-charge. | 59.8 | Cum | 400 ₹23,920 | 395 ₹23,621 Lowest | 400 ₹23,920 |
| 3.00 | Randam rubbal masnory/ polygonal rubble masnory(uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including levelling upto with cement concrete 1:6:12 graded stone aggregate 20 mm nominal size) at plinth level and carriage of materials upto all leads and lifts complete in all respects. | 1.31 | Cum | 13,100 ₹17,161 | 13,000 ₹17,030 Lowest | 13,000 ₹17,030 Lowest |
| 4.00 | 20 mm thick cement plaster on rough sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cm 1:6 (1cement :6 sand) | 40.19 | Sqm. | 460 ₹18,487.4 | 450 ₹18,085.5 | 430 ₹17,281.7 Lowest |
| 5.00Laying, jointing and testing in trenches GI pipe confirming to ISI specification i/c commissioning complete in all respect of following dia in distriabution (earth work in trenches shall be measured and paid for separately) including all leads and lifts as per the direction & satisfaction of E-in-charge. | ||||||
| 5.10 | 125 mm dia | 30 | Rmt. | 260 ₹7,800 | 250 ₹7,500 | 240 ₹7,200 Lowest |
| 5.20 | 150 mm dia | 30 | Rmt. | 320 ₹9,600 | 300 ₹9,000 Lowest | 300 ₹9,000 Lowest |
| 6.00Cutting of G.I pipe complete in all respect with all leads and lifts as per the satisfaction of E-in-charge. | ||||||
| 6.10 | 125 mm dia | 88.74 | CM | 7.5 ₹665.55 | 7 ₹621.18 Lowest | 7 ₹621.18 Lowest |
| 6.20 | 150 mm dia | 105.69 | CM | 8 ₹845.52 | 7 ₹739.83 Lowest | 7 ₹739.83 Lowest |
Tender Value
Refer Docs
EMD Value
₹3,850
Closing Date
25 Oct 2025, 11:00 amClosed
Executive Engineer
Jal Shakti Division Arki
Restoration of rain damages of LIS NerPoab Ali 1st stage in G P Parnoon Tehsil Arki District Solan HP_SH_ Disliting of existing sumpwell_Preculation wall C_O RR Masnory pillar to protect the existing Rising Main 250mm dia _ Plastring providing laying
2025_HPIPH_117737_1
ARK-SOL01-425-8213-63
Open Tender
Civil Works
Item Rate
30 days
Arki
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹3,850
20 Nov 2025
15 Oct 2025
25 Oct 2025
15 Oct 2025
25 Oct 2025
15 Oct 2025
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