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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹16.1 LAccepted-Finance | L-1 | Accepted-Finance 1 | |
| 2 | L-2₹16.5 L+₹46,774 (2.91%)Rejected-Finance | L-2 | Rejected-Finance 2 |
Tender Value
₹15.4 L
EMD Value
₹32,000
Closing Date
6 Apr 2026, 6:00 pmClosed
Executive Engineer
HPPWD RuHoo
RR damage on By pass road Anupam Hotal to Chirgaon Junction Km 000 to 0600 SH CO BWall at RD 0160 to 0210 RWall at RD 0155 to 0190 with U Shape Drain at RD 0060 to 0250
2026_PWD_132802_3
28271-28370 dated 24-3-2026
Open Tender
Civil Works - Roads
Percentage
120 days
anupm
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹32,000
21 May 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
6 Apr 2026
30 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation 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 1603.1 with in all leads and lifts as per directed by the Engineer-in-Change | |||||
| 2Earthwork in excavation for structures as per 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. with in all leads and lifts as per directed by the Engineer-in-Change | |||||
| 3Plain/reinforced cement concrete (1:6:12) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 within all leads and lifts as per directions of Engineer in charge | |||||
| 4Plain/reinforced cement concrete (1:4:8) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 within all leads and lifts as per directions of Engineer in charge | |||||
| 5 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification M20 PCC 1:2:4 | 64.6 | Cum | - | - |
| 6Randon Rubble Stone masonary in cement mortar 1:6 (1 Cement : 6 sand) for foundation complete as as per drawings and technical specification Clauses 702, 704,1202 and 1203 including carriage of material within all leadsa and lifts as per directions of Engineer in charge | |||||
| 7Providing 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. | |||||
| 8Providing and laying of Stone filling behind R/wall and wing wall and return walls with material complete as per MORD technical specification clause 1204.3.8 as directed by the Engineer-in-Change | |||||
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