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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC R O VILLAGE AND PO DIYAR TEHSIL BHUNTAR DISTT KULLU H P | ₹8.1 L Quoted ₹8.9 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹9.1 LRejected-Finance HIMACHAL PRADESH HP | UNA | HIMACHAL PRADESH | 177202 | ₹9.1 L | L2 | Rejected-Finance L2 |
| 3 | L3₹10.7 LRejected-Finance | ₹10.7 L | L3 | Rejected-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical VILLAGE DOGHARI PO MOVISERI TEHSIL CHACHIOT DISTT MANDI HP | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Ghanshyam L2 | Mahinder Singh L3 | Nikhil Sharma L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. I) All kinds of soil | 100.17 | Cum | 560 ₹56,095.20 | 600 ₹60,102 | 550 ₹55,093.50 |
| 2.00 | Providing & Laying stone filling in layer in apron of guide banks embankements and protection work in wire crates made of G.I wire filled with boulders with square cut faces against the wire the size of boulder / Stone used in apron shall be larger then the opening of mesh i.e more than 15 cm having proportionate weight not be less than 18 kg ( wire crates to be measured and paid separately in all leads and lifts as per the direction of Engineer-in-Charge. | 218.75 | Cum | 1,950 ₹4.3 L | 2,700 ₹5.9 L | 1,900 ₹4.2 L |
| 3.00 | Providing G.I Wire crates made of G.I.wire hand woven ( double twisted ) filled with boulders with square cut faces against the wire, (Boulder filling to be measured and paid for separately) G.I.Wire 5mm thick corresponding to SWG-6(15Cmx15cm.Mesh). in apron and sloping pitching complete in all respect & all leads and lifts and to the enitre satisfaction of Engineer-in- charge. | 875 | Sqm. | 385 ₹3.4 L | 400 ₹3.5 L | 380 ₹3.3 L |
| 4.00 | Boulder filling behind retaining wall under floor with in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. | 35.49 | Cum | 2,500 ₹88,725 | 2,000 ₹70,980 | 2,450 ₹86,950.50 |
Tender Value
₹8.6 L
EMD Value
₹17,108
Closing Date
24 Nov 2025, 5:00 pmClosed
Executive Engineer Jal Shakti Division Larji
Executive Engineer Jal Shakti Division Larji
(SH- C/O Wire crate embankement from RD 30 to 58
2025_HPIPH_120629_11
NIT No. 9462-9561 dt. 15.11.2025
Open Tender
Civil Works
60 days
Bhunter
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Engineer Jal Shakti Division Larji
₹17,108
29 Apr 2026
15 Nov 2025
25 Nov 2025
15 Nov 2025
24 Nov 2025
15 Nov 2025
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. I) All kinds of soil
Providing & Laying stone filling in layer in apron of guide banks embankements and protection work in wire crates made of G.I wire filled with boulders with square cut faces against the wire the size of boulder / Stone used in apron shall be larger then the opening of mesh i.e more than 15 cm having proportionate weight not be less than 18 kg ( wire crates to be measured and paid separately in all leads and lifts as per the direction of Engineer-in-Charge.
Providing G.I Wire crates made of G.I.wire hand woven ( double twisted ) filled with boulders with square cut faces against the wire, (Boulder filling to be measured and paid for separately) G.I.Wire 5mm thick corresponding to SWG-6(15Cmx15cm.Mesh). in apron and sloping pitching complete in all respect & all leads and lifts and to the enitre satisfaction of Engineer-in- charge.
Boulder filling behind retaining wall under floor with in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
Ghanshyam (BID ID -585077)
Mahinder Singh (BID ID -585429)
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