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Tender Value
₹15.6 L
EMD Value
₹31,120
Closing Date
31 Aug 2026, 5:30 pm7d left
Executive Engineer
IIDC Plaza 39, city center gwalior
Construction of Retaining Wall and Maintenance of Shoulders for Approach Road at I/A Plastic Park Billaua District Gwalior
2026_MIDCL_530280_1
2435
Open Tender
Civil Works - Others
Percentage
120 days
Gwalior
Please refer tender document
3 documents required · 3 mandatory
₹2,360
₹31,120
17 Aug 2026
17 Aug 2026
2 Sept 2026
17 Aug 2026
31 Aug 2026
17 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 | Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom as per relevant clauses of section 300 & 2100 in.
I Ordinary soil (including back filling with approved material)
(i) Depth upto 3 m
MP PWD SOR P/96, I/12.1 | - | Cum | - | - |
| 2 | Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100 SOR P.No 96 I/No.12.3 | - | Cum | - | - |
| 3 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
PCC Grade M20
With Batching Plant, (Pan Type or Twin Shaft type)Transit Mixer and Concrete Pump
SOR P.No 105 I/No 13.1 | - | Cum | - | - |
| 4 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications.
SOR P.No 110, I/No.13.7 | - | Cum | - | - |
| 5 | Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting on OMC using vibratory roller of 80 to 100 kN static weight. Field compaction shall be done in corresponding layers of carriage way thickness and meet the requirements of MDD to achieve compaction (98% -100%) as per relevant clause of 408. A Hard Shoulders (CBR value >12)
SOR P.No 15, I/No 4.16 | - | Sqm | - | - |
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NITNO2435Tenderdocument.pdf
Tender Documents • 1.20 MB
BOQ_638058.xls
BOQ • 0.33 MB
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