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Tender Value
₹23.6 L
EMD Value
₹47,287
Closing Date
25 Jun 2026, 4:00 pm2d left
Similar tender results from the same govt authority in the past 3 years.
EXECUTIVE OFFICER
NAGAR PALIKA PARISHAD PILKHUWA
24- ward sankhya 13 mein Satish Sharma barf mill walon ke Makan se doctor Umesh ke Makan Tak nali vah CC sadak Nirman karya
2026_DOLBU_1162099_24
256 Dt 01-06-2026
Open Tender
Miscellaneous Works
90 days
PILKHUWA
Tender fee,EMD and other document as per Tender Document/NIT
2 documents required · 2 mandatory
₹2,790
EO NPP Pilkhuwa
₹47,287
20 Jun 2026
20 Jun 2026
26 Jun 2026
20 Jun 2026
25 Jun 2026
20 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Dismantling brick work | - | - | - | - | BI01010001010000000000000515BI0100001113 |
Dismantling of existing structure like culvert, bridges, retaining wall and other structure comprising of brick masonary , including T&P and scafffolding whatever necessary,sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material, disposal material with all his lifts and lead of 1000m as per technical specification clause 202. | 1 | m3 | 517.8 | ₹517.75 | BI01010001010000000000000515BI0100001114 | |
Dismantling brick work | - | - | - | - | BI01010001010000000000000515BI0100001115 | |
Dismantling of existing structure like culvert, bridges, retaining wall and other structure comprising of brick masonary ,cement concrete , wood work, steel work, including T&P and scafffolding whatever necessary,sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material, disposal material with all his lifts and lead of 1000m as per technical specification clause 202. | - | m3 | 720.2 | - | BI01010001010000000000000515BI0100001116 | |
Construction of Embankement with Material Obtained from Borrow Pits | - | - | - | - | BI01010001010000000000000515BI0100001117 | |
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | m3 | 319.7 | - | BI01010001010000000000000515BI0100001118 | |
Excavation in foundation in ordinary soil (loam clay, or sand) including lift upto 1.5 metre and lead upto 30 m & including filling, watering and ramming of excavated earth into the trenches or into the space bwtween the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge of 30 m from the foundation trenches. | 1 | m3 | 111.3 | ₹111.29 | BI01010001010000000000000515BI0100001119 | |
Granular Sub-base with Well Graded Material (Table 400.1) | - | - | - | - | BI01010001010000000000000515BI0100001120 | |
(A) By Mix in Place Method | - | - | - | - | BI01010001010000000000000515BI0100001121 | |
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/ tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per technical MORD Specifications 401 | - | - | - | - | BI01010001010000000000000515BI0100001122 |
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