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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-3₹56.4 L+₹2.7 L (5.00%)Accepted-Finance | ₹56.4 L+₹2.7 L (5.00%) | L-3 | Accepted-Finance 3 |
| 2 | L-1₹53.7 LRejected-Finance | ₹53.7 L | L-1 | Rejected-Finance 1 |
| 3 | L-2₹55.3 L+₹1.6 L (3.00%)Rejected-Finance | ₹55.3 L+₹1.6 L (3.00%) | L-2 | Rejected-Finance 2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Rejected |
Tender Value
₹53.7 L
EMD Value
₹1.1 L
Closing Date
7 Jan 2026, 6:00 pmClosed
Executive Engineer
Rohru
R R Damage to Chirgaon Gushali rohal road km 0 00 to 16 00 SH C o B wall at Rd 4 055 to 4 100and R wall at Rd 4 254 to 4 263 2 565 to 2 579 4 265 to 4 273 4 207 to 4 240
2025_PWD_124692_65
PW-RD tender-25-26-16394-98 dated 15-12-25
Open Tender
Civil Works - Roads
Percentage
120 days
Rohru
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,000
₹1.1 L
27 May 2026
1 Jan 2026
8 Jan 2026
1 Jan 2026
7 Jan 2026
1 Jan 2026
Excavation in hilly area by mechanical means i/c cutting and trimming of side slope and disposing of side slopes and disposing of excavated earth with lift upto 1.5 mtr and 20mtr as per technical specification pick and jumper work .
Earthwork in excavation for structure as per drawing and technical specification 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, dresseing of sides and bottom and backfilling in trenches with excavated suitable material .
Providing and Laying concreate 1:6:12 (one cement :six:twelve graded stone aggregate 40mm (forty milimeter nominal size ) for plain / reainforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of material with in all leads and lifts as per direction by the Engineer -in-charge.
Providing and laying concrete for plain/reinforce concrete 1:4:8 (one cement four sand eight graded 40mm (forty milimeter nominal size ) in opem foundations complete ab per drawing and technical specification clauses 802, 1202, an 1203 including carriage of material with in all leads and lifts as per direction by the Engineer in charge.
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Providing and laying of boulder apron laid in wire crates with 4mm dia Gi wire conforming to IS 4826 in 100 mm into 100 mm mesh (woven diagonally) including 10 percent Extra for laps and joints laid with stone boulders weigting not less then 25kg as per drawing and technical specification clause 1301
Backfilling behind abutment,Wing Wall and return wall with Granular material complete as per drawings & technical specification Clause 1204,3.8 includingcarriage of material with in all leads and lifts as per direction of Engineer-In-Charge .
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SBD65.pdf
Tender Documents • 2.49 MB
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