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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹25.6 LAccepted-AOC | L-1 | Accepted-AOC AOC | |
| 2 | L-2₹25.9 L+₹23,219.57 (0.91%)Rejected-Finance HIMACHAL PRADESH HP | L-2 | Rejected-Finance L-2 | |
| 3 | L-3₹26.1 L+₹43,747.01 (1.71%)Rejected-Finance VILLAGE AND P O NERCHOWK TEHSIL BALH DISTT MANDI HP | L-3 | Rejected-Finance L-3 | |
| 4 | L-4₹27.8 L+₹2.1 L (8.25%)Rejected-Finance S O SH GOVIND RAM R O VILLAGE BARI P O BARI GUMANU TEHSIL SADAR DISTT MANDI H P | L-4 | Rejected-Finance L-4 | |
| 5 | L-5₹28.2 L+₹2.6 L (10.1%)Rejected-Finance HIMACHAL PRADESH HP | KANGRA | HIMACHAL PRADESH | 176204 | L-5 | Rejected-Finance L-5 |
Tender Value
₹33.7 L
EMD Value
₹67,300
Closing Date
19 Jan 2026, 10:00 amClosed
Executive Engineer Mandi Divn.No.I HPPWD at Padhar
Executive Engineer Mandi Divn.No.I HPPWD at Padhar
Construction of wire crate Retaining wall at RDs. 32/945 to 32/955, 35/135 to 35/150, 35/525 to 35/535, 36/900 to 36/915, 38/045 to 38/060, 42/390 to 42/400 and 42/735 to 42/742
2026_PWD_125497_1
PW-MDI(P)Tender-NIT-14206-41 dated 09.01.2026
Open Tender
Civil Works - Roads
Percentage
31 days
Kamand
As per bid documents
9 documents required · 9 mandatory
₹2,000
₹67,300
28 Feb 2026
12 Jan 2026
19 Jan 2026
12 Jan 2026
19 Jan 2026
12 Jan 2026
Excavation in soil in hilly area in ordinary rock not required blasting by mechanical means for all kinds of soil including cutting and trimming of side slopes and disposing of cut materials with a lift upto 1.5 meter (one point five) and lead upto 20 (twenty meter) as per technical specification clause 1603.2. including carriage of material and other incidental charges complete in all respect as per direction of Engineer-in-Charge.
Earth work in excavation for structures for all kinds of soil as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
Providing and laying of boulder apron laid in wire crates with 4mm (four millimetre) diametre G.I. wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10% (ten percent) extra for laps and joints laid with stones boulders weighting not less than 25 Kg. (twenty five kilogram) each as per drawing and technical specifications clause 1301 including carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge.
Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203. Plain cement concrete nominal mix 1:5:10 (one cement : five sand : Ten graded, crushed stone aggregate 40mm (forty millimetre) nominal size) curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
Back filling behind abutment wing wall and return wall complete as per Drawing and technical specifications clause 1204.3.8 Granular material complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
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tech_eval.pdf
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SBD.pdf
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BOQ_184937.xls
BOQ • 0.33 MB
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