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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-Finance | L1 | Accepted-Finance Lowest 1 | |
| 2 | L2₹6.1 L+₹1.1 L (22.3%)Rejected-Finance | L2 | Rejected-Finance Lowest 2 | |
| 3 | L3₹6.3 L+₹1.3 L (25.5%)Rejected-Finance | L3 | Rejected-Finance Lowest 3 | |
| 4 | L4₹6.3 L+₹1.3 L (26.4%)Rejected-Finance VIDYUT BHAWAN HPSEBL SHIMLA 17100 | 17100 | L4 | Rejected-Finance Lowest 4 | |
| 5 | L5₹6.5 L+₹1.5 L (30.8%)Rejected-Finance R O VILLAGE AJOG P O PURTHI TEHSIL PANGI DISTT CHAMBA HP | CHAMBA | HIMACHAL PRADESH | 176207 | L5 | Rejected-Finance Lowest 5 |
| Sl No | Description | Qty | Unit | DEENA NATH L5 | KISHAN LAL L3 | Ram Bhadur L2 | man singh L1 | HANS RAJ L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work in all classification of Soil viz, pick work, jumper work, Hard and soft rock through Chiseling/ wedging out of rock where blasting work is prohibited stacking the service able material with in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge and as per the PWD specification. | 194.4 | cum | 3,175 ₹6,17,220 | 3,050 ₹5,92,920 | 3,000 ₹5,83,200 | 2,480 ₹4,82,112 Lowest | 3,100 ₹6,02,640 |
| 2.00 | Excavation in foundation, trenches etc. in earth work, lift upto 1.5Mtrs. Staking the exacavated soil not more than 3 mtrs. Clear from the as of exacavation and then retuming the excavated soil in 15 Cm. layers when required into plinths sides of foundation etc. consolidating each depositing layer by ramming and watering and then disposing off all surplus excavated soil as directed within a lead of 20Mtrs.-PJW. including cost and carriage of material with in all leads, lifts and other incidentials. | 33 | cum | 750 ₹24,750 | 725 ₹23,925 | 500 ₹16,500 | 400 ₹13,200 Lowest | 510 ₹16,830 |
| 3.00 | Laying and jointing of H.D.P.E Pipe 160 mm dia in trenches i/c refilling the trenches (P.E,80 PN-10 of following in nominal bore in trenches and fitting complete with in all leads and lifts as per direction of Engineer-in-charge. | 120 | Rmt. | 100 ₹12,000 | 90 ₹10,800 | 100 ₹12,000 | 40 ₹4,800 Lowest | 105 ₹12,600 |
| 4.00 | Laying and jointing of H.D.P.E Pipe 180 mm dia in trenches i/c refilling the trenches (P.E,80 PN-10 of following in nominal bore in trenches and fitting complete with in all leads and lifts as per direction of Engineer-in-charge. | 6 | Rmt. | 100 ₹600 | 90 ₹540 | 70 ₹420 | 50 ₹300 Lowest | 72 ₹432 |
Tender Value
₹5.0 L
EMD Value
₹10,088
Closing Date
19 Sept 2025, 5:00 pmClosed
Executive Engineer Jal Shakti Division Killar
Executive Engineer Jal Shakti Division Killar
Construction of Kuhl to Village Phindpar GP Phindroo (SH Cutting in hard rock excavation Laying and jointing of HDPE pipe 160 mm dia at RD 0/0 to 0/120
2025_HPIPH_114316_1
EE-Killar-Tender-2025/ 2754-74 dated 9-9-2025
Open Tender
Civil Works
Item Rate
90 days
Executive Engineer Jal Shakti Division Killar
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
₹10,088
Yes
22 Nov 2025
10 Sept 2025
20 Sept 2025
10 Sept 2025
19 Sept 2025
10 Sept 2025
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