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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical R O SHARMA NIWAS BHATTA KUFFER SANJAULI TEHSIL DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | Accepted-Technical Responsive |
| 2 | Accepted-Technical R O VILLAGE KALOH P O SAINJ SUB TEHSIL DHAMI DISTT SHIMLA 171103 | SHIMLA | HIMACHAL PRADESH | 171103 | Accepted-Technical Responsive |
| 3 | Accepted-Technical VILL JADAINEE HATHNI KI DHATO P O BYCHARI VIA TOTU TEHSIL DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 171001 | Accepted-Technical Responsive |
| 4 | Accepted-Technical HIMACHAL PRADESH HP | Accepted-Technical Responsive |
| 5 | Accepted-Technical | Accepted-Technical Responsive |
Tender Value
₹10.1 L
EMD Value
₹21,000
Closing Date
15 Sept 2026, 11:00 amClosed
Executive Engineer NH Division HPPWD Solan
NH Division HPPWD Solan
SH C/O R/wall from Km 5/050 to 5/065
2026_PWD_142604_1
2453-58 dated 31.08.2026
Open Tender
Civil Works
Percentage
60 days
Shimla
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹21,000
21 Sept 2026
8 Sept 2026
15 Sept 2026
8 Sept 2026
15 Sept 2026
8 Sept 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechenically maens (hydraulic excavator / manual mean in foundation, tranches of drains (not exceed 1.5 mtr in with or 10 sqm on plan) including dressing of sides and ramming of bottoms , lift upto 1.5 m including gatting out the excavated soil and dispsal of surplus excavated soil as directed, with a laed of 50mtr as per drawing and as per MoRT&H technical specification Clause 304 including all lead lift and carriage of material by all mode of transportation as per satisfaction and direction of the Engineer-In-Charge. | 105.3 | Per Cum | 183.08 | ₹19,278.32 |
| 2 | Plain/Reinforced Cement Concrete grade (PCC M-15) in open foundation as per drawing and technical specification using batching plant transit mxture and contrete pump as per MoRT&H data book Clause 1500,1700 & 2100 of all lead & lifts as per direction of Engineer-in-Charge | 133.2 | Per Cum | 6,859.81 | ₹9,13,726.69 |
| 3 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and as per Clause 2706 & 2200 of MoRTH Specification i/c all lead & lifts as per direction of Engineer-in-Charge . | 105.3 | Per Rmt | 246.21 | ₹25,925.91 |
| 4 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. i/c all lead & lifts as per direction of Engineer-in-Charge . | 21.51 | Per Cum | 2,384.75 | ₹51,295.97 |
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