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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹14.8 L+₹1.4 L (10.2%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹14.8 L+₹1.4 L (10.4%)Rejected-Finance HIMACHAL PRADESH | L3 | Rejected-Finance L3 |
Tender Value
₹14.1 L
EMD Value
₹28,300
Closing Date
29 Dec 2025, 6:00 pmClosed
Executive Engineer
HP PWD Division Sarkaghat
Construction of wire crate retaining wall
2025_PWD_124206_1
11578-80
Open Tender
Civil Works - Roads
Percentage
30 days
Sarkaghat
Please refer Tender documents.
12 documents required · 12 mandatory
₹500
₹28,300
21 Jan 2026
23 Dec 2025
30 Dec 2025
23 Dec 2025
29 Dec 2025
23 Dec 2025
Earth work in excavation in all kind of classification of soil in foundation of structures upto all depth/ height as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material and disposal of all surplus excavated earth in specified site and direction of Engineer-in-charge complete.
Providing concrete for plain/reinforced concrete mechanically mixed and vibrated in open foundation retaining walls, breast walls etcetra complete as per drawings and MORD technical specfications 800 and 1200 nominal mix 1:5:10 (One cement : five sand : Ten graded crushed stone aggregate) 40mm (Forty millimetre) nominal size including cost of form work and curing complete without plum as per HPPWD specification complete in all respect including entire carriage of materials within all leads and lifts and other incidentals. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.
Providing and laying of boulder apron laid in wire crates made with 4 mm(four millimetre ) dia GI wire conforming to IS:280 ( IS : Two hundrad eighty )and IS : 4826 ( IS : four thousand eight hundrad twenty six ) in 100mm x100mm (one hundrad millimetre into one hundrad millimetre ) mesh (weaved diagonally ) including 10% ( ten per cent ) extra for laps and joints laid with stone boulders weighting not less then 25 kg (Twenty five kilogramme ) including carriage of materials with in all leads and lifts complete in all respects as per the direction Engineer -in- charge.
Back filling behind retaining walls, breast walls, abutments, wing walls and return walls complete as per drawing and technical specifications clause 1204.3.8 in all leads and lifts and carriage of materials by all modes of transportation and as per direction of Engineer-in-Charge.
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tech_eval.pdf
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SBD.pdf
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