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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹4.2 LAccepted-AOC 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | L-1 | Accepted-AOC AOC | |
| 2 | L-2₹5.0 L+₹73,745.84 (17.4%)Rejected-Finance | L-2 | Rejected-Finance L-2 | |
| 3 | L-3₹5.0 L+₹76,660.70 (18.1%)Rejected-Finance BELOW SLAUGHTER HOUSE KRISHNA NAGER SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | L-3 | Rejected-Finance L-3 |
Tender Value
₹5.8 L
EMD Value
₹11,700
Closing Date
3 Feb 2026, 6:55 pmClosed
Executive Engineer
Shimla Rural Division Dhami
Construction of R/Wall in between km. 4/255 to 4/280.60)
2026_PWD_126739_1
No.PW-SRDD-CTR-25-26-20169-199 dt. 23.01.2026
Open Tender
Civil Works - Roads
Percentage
30 days
Dhami
As per SBD
11 documents required · 11 mandatory
₹350
₹11,700
27 Jul 2026
27 Jan 2026
4 Feb 2026
27 Jan 2026
3 Feb 2026
27 Jan 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 20m as per drawing and Technical Specification Clauses 1603.1 and other deletorious materials and disposal upto all leads and lifts as per MORD speification directed by Engineer-in-Charge.
Earth work in excavation for structures as per drawing and technical specification clauses 305.1 including setting out, construction of shoring bracing removal of stumps and other deleterious material and disposal upto all leads and lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material as per MORD specification directed by Engineer-in-Charge.
Providing and Laying cement concrete for plain / reinforced concrete. In open foundation complete as per drawing and technical specification clause-802, 803, 1202 & 1203 in Cement Concrete 14:8 (1 Cement 4 sand: 8 graded stone Aggregate 20 mm nominal mix) Including carriage of material upto all leads and lifts as per the directions of Engineer-in-Charge
Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v) 20(H) towards drawing face complete as per drawing and technical specification Including carriage of material upto all leads and lifts as per the direction of Engineer-in-Charge.
Back filling filling behind abutment wing wall and retaning wall, and Breast walls complete including carriage of material within all leads and lifts and as per HP.PWD., specifications of 1990 volume-I.Including carriage of material within all leads and lifts.
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SBDjalogkothiRwall.pdf
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