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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.3 LAccepted-AOC 01 GHOSIYANA ROAD GONDA CIVIL LINE GONDA UTTAR PRADESH 271001 | GONDA | UTTAR PRADESH | 271001 | ₹3.3 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹3.4 LRejected-Finance | ₹3.4 L | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹3.4 LRejected-Finance | ₹3.4 L | L-3 | Rejected-Finance L-3 |
Tender Value
₹3.5 L
EMD Value
₹35,000
Closing Date
10 Feb 2026, 12:00 pmClosed
OFFICE OF THE EXECUTIVE ENGINEER PROVINCIAL DIVISI
OFFICE OF THE EXECUTIVE ENGINEER PROVINCIAL DIVISION PWD MAHOBA
Construction of boulder pitching on the damaged section of Mahoba Patha Road ODR at Km 0-2
2026_CEBAN_1112081_1
164/A-12 Date 30-02-2026
Open Tender
Civil Works
60 days
Mahoba
Please refer Tender documents.
2 documents required · 2 mandatory
₹677
Yes
₹35,000
Yes
OFFICE OF THE EXECUTIVE ENGINEER PROVINCIAL DIVISI
11 Mar 2026
4 Feb 2026
10 Feb 2026
4 Feb 2026
10 Feb 2026
4 Feb 2026
7 Feb 2026
Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.S.I. No-251
Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km (5 miles) from the side of work & including watering ,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work.S.I. No-255
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days.
Stone Masonry work in cement Mortar 1:3 in foundation complete as per drawing and Technical specifications. (RCR)
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less then 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.
Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing Technlcal Specification
Construction of subgrade & Earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2.Carted
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