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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹14.2 LAccepted-AOC R O VILLAGE ARDHA P O NASLOH TEHSIL SADAR DISTT MANDI H P | MANDI | HIMACHAL PRADESH | 175001 | L-1 | Accepted-AOC l-1 | |
| 2 | L-2₹15.0 L+₹28,477 (1.94%)Rejected-Finance | L-2 | Rejected-Finance L-2 | |
| 3 | Rejected-Technical | - | Rejected-Technical Rejected |
Tender Value
₹14.2 L
EMD Value
₹29,000
Closing Date
9 Mar 2026, 5:00 pmClosed
Executive Engineer
HPPWD Rohru
R R Damage to Bhamnoli Bus Stand to Kretali road K.M 0 00 to 3 500 SH C O R Wall in wire crate at RD 0 020 0 42.50
2026_PWD_130121_16
24917-25016 dated 26-2-26
Open Tender
Civil Works - Roads
Percentage
120 days
Rohru
Please refer Tender documents.
10 documents required · 10 mandatory
₹500
₹29,000
13 May 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603. and as per HPPWD, specification of 1990 volume-I as directed by the Engineer in Charge
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.as directed by the Engineer-in-Change
Plain/reinforced cement concrete (1:4:8) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203.as directed by the Engineer-in-Change
Stone masonary in cement mortar for sub structure complete as as per drawings and technical specification Clauses 702, 704,1202 and 1204 rendam rubble masonary in cement mortar 1:6 .as directed by the Engineer-in-Change
Construction of dry masonary in Retaining walls brest wall etc. As per HPPWD specification.
Providing and laying of boulder apron laid in wire crates with 4 mm (four) milimetre dia Gl wire conforming to 18280 and IS: 4826 in 100 mm x 100 mm ( hundred milimetre x hundred molimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps end joints laid with stone boulders weighing not less than 2 5 (twenty five)kilogramme each as per drawing and MORD Technical Specifications Clause 1301 and as per the direction of the Engineer-in-Charge including carriage of material through al! modes of transportation within ail leads and lifts and other incidentals.
Providing and laying of back filling behind abutment wing wall and return walls with complete as per drawing & technical specification clause 1204.3.8 as directed by the Engineer-in-Change
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SBD16.pdf
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