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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAccepted-Finance | ₹9.2 L | L1 | Accepted-Finance accept |
| 2 | L2₹10.0 L+₹81,763 (8.93%)Rejected-Finance 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | ₹10.0 L+₹81,763 (8.93%) | L2 | Rejected-Finance Reject |
| 3 | L3₹10.3 L+₹1.2 L (12.9%)Rejected-Finance ANDHRA POWER HOUSE DIVISION HPSEBL CHIRGAON 171208 | SHIMLA | HIMACHAL PRADESH | 171208 | ₹10.3 L+₹1.2 L (12.9%) | L3 | Rejected-Finance Reject |
| 4 | L4₹10.1 L+₹96,703 (10.6%)Rejected-Finance VILL GATLOG P O BHUJHOND TEH NOHRADHAR DISTRICT SIRMOUR HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171226 | ₹10.1 L+₹96,703 (10.6%) | L4 | Rejected-Finance Reject |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | RAJESH KUMAR L3 | Neeraj Kumar Chaudhary L1 | Pawan Kumar L2 | Virender Pundir L4 |
|---|---|---|---|---|---|---|---|
| 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 the direction of Engineer in-charge. | 66.99 | Cum | 345 ₹23,111.55 Lowest | 350 ₹23,446.5 | 355 ₹23,781.45 | 400 ₹26,796 |
| 2.00 | Wire crates made of GI wire filled with boulders with square cut faces against the wire (boulder filling to be measred and paid for seprately) GI wire 4 mm thick corrosponding to SWG- 6 15cmx15cm mesh as per direction of Engineer-in-Charge including carriage of material up to all leads and lifts | 1,000 | Sqm | 420 ₹4,20,000 | 250 ₹2,50,000 Lowest | 405 ₹4,05,000 | 420 ₹4,20,000 |
| 3.00 | Wire crates made of GI wire filled with boulders with square cut faces against the wire (wire crates to be measred and paid for seprately) including entire carriage of materials up to all leads and lifts dry hand packed tightly in wire crate vertcal bund with opening faces (wire crate to be measred and paid for seprately) including entire carriage of material up to all eads and lifts. | 249.98 | Cum | 2,232 ₹5,57,955.36 | 2,500 ₹6,24,950 | 2,230 ₹5,57,455.4 Lowest | 2,300 ₹5,74,954 |
| 4.00 | Bulders filling dry hand packed behind the structure and wire crates including all leads, lifts and carriage of material at site and as directed by the Engineer in Charge. | 22.1 | Cum | 530 ₹11,713 | 800 ₹17,680 | 525 ₹11,602.5 Lowest | 550 ₹12,155 |
Tender Value
₹10.1 L
EMD Value
₹20,250
Closing Date
10 Aug 2026, 1:00 pmClosed
Executive Engineer
JSV Division Rajgarh
SH CO Wire crates to protect the Sump well and pump house (UNDER PDNA
2026_HPIPH_140541_4
4537-4637 dated 28-08-2026
Open Tender
Civil Works
Item Rate
180 days
Rajgarh
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹20,250
Yes
18 Sept 2026
4 Aug 2026
10 Aug 2026
4 Aug 2026
10 Aug 2026
4 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 the direction of Engineer in-charge. | 66.99 | Cum | - | - |
| 2 | Wire crates made of GI wire filled with boulders with square cut faces against the wire (boulder filling to be measred and paid for seprately) GI wire 4 mm thick corrosponding to SWG- 6 15cmx15cm mesh as per direction of Engineer-in-Charge including carriage of material up to all leads and lifts | 1,000 | Sqm | - | - |
| 3 | Wire crates made of GI wire filled with boulders with square cut faces against the wire (wire crates to be measred and paid for seprately) including entire carriage of materials up to all leads and lifts dry hand packed tightly in wire crate vertcal bund with opening faces (wire crate to be measred and paid for seprately) including entire carriage of material up to all eads and lifts. | 249.98 | Cum | - | - |
| 4 | Bulders filling dry hand packed behind the structure and wire crates including all leads, lifts and carriage of material at site and as directed by the Engineer in Charge. | 22.1 | Cum | - | - |
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