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Tender Value
₹5.0 L
EMD Value
₹4,963
Closing Date
5 Aug 2026, 5:00 pm4d left
Sr Executive Engineer ES Division Kotla Jeori
Sr Executive Engineer ES Division Kotla Jeori
Tender for construction of RR Masonry Retaining Wall for Slope Satblization and protection and prevent future landslides at Tower no 24 of 220 kV tower DC transmission line from Kotla to Bhaba Power House under Electrical System Division HPS
2026_HPSEB_140192_1
ESDK-08/2026-27
Open Tender
Miscellaneous Services
Percentage
60 days
Tranda
Please refer Tender documents.
3 documents required · 3 mandatory
₹590
₹4,963
29 Jul 2026
29 Jul 2026
6 Aug 2026
29 Jul 2026
5 Aug 2026
29 Jul 2026
29 Jul 2026 - 5 Aug 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 mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m,as directed by Engineer-in-charge. | 22.28 | cum | 142.35 | ₹3,171.56 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 11.22 | cum. | - | - |
| 3 | P/LCC 1:6:12 (1 Cement, 6 Sand, 12 garded crushed stone aggregate 40 mm normal size) and curing complete excluding cost of centring & shuttering in foundations. | 3.13 | cum. | - | - |
| 4 | R.R Mansonary/Polygonal rubble masonry ( uncrossed brought to course) with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12(1Cement :6 sand :12 graded stone aggregate 20mm nominal size) in cement mortar 1:6(1 cement 6 sand) inbreast wall & retaining wall | 66.23 | cum. | - | - |
| 5 | Stone filling behind retaining wall | - | cum | - | - |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 1.83 | cum | - | - |
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details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.96 MB
BOQ_207887.xls
BOQ • 0.28 MB
SBD8_Vol-I_0.Cover Page Volume-I.docx
Additional Documents • 0.01 MB
SBD8_Vol-I_1. Vol-I_Section-I_IFB.docx
Additional Documents • 0.03 MB
SBD8_Vol-I_2.Vol-I_Section-II_ITB.docx
Additional Documents • 0.09 MB
SBD8_Vol-I_3. Vol-I_Section-III_BDS.docx
Additional Documents • 0.01 MB
SBD8_Vol-I_3a Vol-I, Section-III PQR.docx
Additional Documents • 0.03 MB
SBD8_Vol-I_4. Vol-I_Section-IV_GCC.docx
Additional Documents • 0.13 MB
SBD8_Vol-I_5. Vol-I_Section-V_SCC.docx
Additional Documents • 0.02 MB
SBD8_Vol-I_5a. Annex I to SCC (Vol-I, Section-V).docx
Additional Documents • 0.01 MB
SBD8_Vol-I_6. Vol-I_Section VI_Forms.docx
Additional Documents • 0.31 MB
SBD8_Vol-I_6a. Annex-A to Appendix-4_Vol-I_Section VI-converted.docx
Additional Documents • 0.01 MB
SBD8_Vol-I_~$ Vol-I_Section-IV_GCC.docx
Additional Documents • 0.00 MB
SBD8_Vol-II_0. Cover Page Volume-II-converted.docx
Additional Documents • 0.01 MB
SBD8_Vol-II_1. Vol-II_Section-I_PMS, QAM & PMA-converted.docx
Additional Documents • 0.11 MB
SBD8_Vol-II_2. Vol-II_Sec-II_Bid form-converted.docx
Additional Documents • 0.12 MB
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