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Tender Value
₹18.8 L
EMD Value
₹37,556
Closing Date
28 Jul 2026, 9:00 am3d left
EXECUTIVE OFFICER
NAGAR PALIKA PARISHAD PILKHUWA
5 Ward sankhya 04 Maliwara Chauk Dr. Rakesh Wali Gali tak nali va sadak nirman karya
2026_DOLBU_1171707_5
399 Dt 01-07-2026
Open Tender
Miscellaneous Works
Percentage
90 days
PILKHUWA
Tender fee,EMD and other document as per Tender Document/NIT
2 documents required · 2 mandatory
₹2,216
EO NPP Pilkhuwa
₹37,556
23 Jul 2026
23 Jul 2026
28 Jul 2026
23 Jul 2026
28 Jul 2026
23 Jul 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 | Dismantling brick work | - | - | - | - |
| - | 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. | - | m3 | 517.8 | - |
| - | Dismantling of old interlocking tiles laid on khranja including stacking of old tile i/c all respect. | - | m2 | 35 | - |
| - | Construction of Embankement with Material Obtained from Borrow Pits | - | - | - | - |
| - | 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 | - |
| - | 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 |
| - | Granular Sub-base with Well Graded Material (Table 400.1) | - | - | - | - |
| - | (A) By Mix in Place Method | - | - | - | - |
| - | 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 | 0.4 | m3 | 3,463.9 | ₹1,385.21 |
| - | Plain cement concrete (1:2:4) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 for Coping. | - | m3 | 7,390.2 | - |
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Tendernotice_1.pdf
PDF • 0.65 MB
T1_400.pdf
Tender Documents • 0.89 MB
BOQ_2199785.xls
BOQ • 0.31 MB
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