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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-Finance ANDHRA POWER HOUSE DIVISION HPSEBL CHIRGAON 171208 | SHIMLA | HIMACHAL PRADESH | 171208 | ₹6.8 L | L1 | Accepted-Finance Accept |
| 2 | L2₹7.7 L+₹88,545 (13.0%)Rejected-Finance VILL GATLOG P O BHUJHOND TEH NOHRADHAR DISTRICT SIRMOUR HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171226 | ₹7.7 L+₹88,545 (13.0%) | L2 | Rejected-Finance Reject |
| 3 | L3₹9.0 L+₹2.2 L (31.6%)Rejected-Finance | ₹9.0 L+₹2.2 L (31.6%) | L3 | Rejected-Finance Reject |
| 4 | L4₹11.4 L+₹4.6 L (67.0%)Rejected-Finance | ₹11.4 L+₹4.6 L (67.0%) | L4 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | Rajat Bhardwaj L3 | RAJESH KUMAR L1 | VINAY KUMAR GUPTA L4 | Virender Pundir L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches in all type of soil such as pickwork jumper work Kankar, moorum, shingles including decomposed soft and hard rock etcupto all heights stacking the excavated earth not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and lifts & as per directed of the Engineer in-charge. | 63.5 | Cum | 280 ₹17,780 | 250 ₹15,875 Lowest | 869 ₹55,181.5 | 270 ₹17,145 |
| 2.00 | Wire crates of GI wire filled with boulders with square cut faces against the wire (boulder filling to ne measered and paid for seprately) GI wire 5mm thick corresponding to SWG-6 15cmx 15cm mesh as per direction of Engineer in charge including all leads and lifts. | 1,015.62 | sqm | 400 ₹4,06,248 | 100 ₹1,01,562 Lowest | 526 ₹5,34,216.12 | 242 ₹2,45,780.04 |
| 3.00 | Wire crates of GI wire filled with boulders with square cut faces against the wire (wire crates to ne measered and paid for seprately) including entire carriage of materials up to all leads and lifts dry hand packed tightly in wire crate vertical bunt with opening faces (wire crate to ne measred and paid for seprately) including entire carriage of materials up to all leads and lifts | 253.91 | Cum | 1,622 ₹4,11,842.02 Lowest | 2,000 ₹5,07,820 | 1,875 ₹4,76,081.25 | 1,900 ₹4,82,429 |
| 4.00 | Boulder filling dry hand packed behind the Structure and wire crates including all leads, lifts and carriage of materials at site and as as directed by the Engineer in charge | 37.12 | Cum | 1,622 ₹60,208.64 | 1,500 ₹55,680 | 1,930 ₹71,641.6 | 650 ₹24,128 Lowest |
Tender Value
₹10.3 L
EMD Value
₹20,700
Closing Date
20 Aug 2026, 1:00 pmClosed
Executive Engineer
Jal Shakti Division Rajgarh
SH C/O wire crates to protect the sumpwell, WTP, Sedimentation Tank and in Flood portion
2026_HPIPH_141076_6
5692-5791 dated 06-08-2026
Open Tender
Civil Works
Item Rate
90 days
Rajgarh
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹20,700
Yes
17 Sept 2026
12 Aug 2026
20 Aug 2026
12 Aug 2026
20 Aug 2026
12 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation and trenches in all type of soil such as pickwork jumper work Kankar, moorum, shingles including decomposed soft and hard rock etcupto all heights stacking the excavated earth not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and lifts & as per directed of the Engineer in-charge. | 63.5 | Cum | - | - |
| 2 | Wire crates of GI wire filled with boulders with square cut faces against the wire (boulder filling to ne measered and paid for seprately) GI wire 5mm thick corresponding to SWG-6 15cmx 15cm mesh as per direction of Engineer in charge including all leads and lifts. | - | sqm | - | - |
| 3 | Wire crates of GI wire filled with boulders with square cut faces against the wire (wire crates to ne measered and paid for seprately) including entire carriage of materials up to all leads and lifts dry hand packed tightly in wire crate vertical bunt with opening faces (wire crate to ne measred and paid for seprately) including entire carriage of materials up to all leads and lifts | 1 | Cum | - | - |
| 4 | Boulder filling dry hand packed behind the Structure and wire crates including all leads, lifts and carriage of materials at site and as as directed by the Engineer in charge | 37.12 | Cum | - | - |
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