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Tender Value
₹3.8 Cr
EMD Value
₹4.5 L
Closing Date
7 Oct 2026, 6:00 pm
Chief Engineer Pune Zone
HQ Chief Engineer Pune Zone Camp, Pune 411001
CONSTRUCTION OF BOUNDARY WALL ALONG OLD PUNE MUMBAI HIGHWAY UNDER GE DEHU ROAD.
2026_MES_788309_1
84693
Open Tender
Civil Works
Item Rate
365 days
Garrison Engineer Dehu Road
Class A and Category a(i)
7 documents required · 7 mandatory
₹2,000
Garrison Engineer Dehu Road
₹4.5 L
Yes
9 Sept 2026
9 Sept 2026
14 Oct 2026
9 Sept 2026
7 Oct 2026
30 Sept 2026
10 Sept 2026 - 17 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling fencing wire mesh (chain link fencing including barbed wire), any type, complete all as specified and as directed. | 2,880 | Square Metre | - | - |
| - | Dismantling wrought iron or mild steel work of any description not otherwise provided for barbed wire fencing all as specified and directed by Engineer-in-Charge. | 15.76 | Qtl | - | - |
| - | M &L for surface dressing n exc 30 cm deep and averaging 15 cm deep in any kind of soil and getting out, all as specified and directed. | 3,200 | Square Metre | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator)/Manual means in foundation trenches, drains, shafts, wells, pier holes, manholes, cesspits, laying cable ducts/pipes (not exceeding 1.5 m in width or 10 sqm on plan) and not exc 1.50m in depth in any kind of soil, 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 all as specified and directed. | 1,682 | Cubic Metre | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator)/Manual means in foundation trenches, drains, shafts, wells, pier holes, manholes, cesspits, laying cable ducts/pipes (not exceeding 1.5 m in width or 10 sqm on plan) and not exc 1.50m in depth in Ordinary Rock, including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated material and disposal of surplus excavated material as directed, within a lead of 50 m all as specified and directed. | 720 | Cubic Metre | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator)/Manual means in foundation trenches, drains, shafts, wells, pier holes, manholes, cesspits, laying cable ducts/pipes (not exceeding 1.5 m in width or 10 sqm on plan) and exc 1.50m in depth but n exc 3.0 m in any kind of soil, 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 all as specified and directed. | 644 | Cubic Metre | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator)/Manual means in foundation trenches, drains, shafts, wells, pier holes, manholes, cesspits, laying cable ducts/pipes (not exceeding 1.5 m in width or 10 sqm on plan) and exc 1.50m but n exc 3.0 m in depth in Ordinary Rock, including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated material and disposal of surplus excavated material as directed, within a lead of 50 m all as specified and directed. | 71 | Cubic Metre | - | - |
| - | M&L Plain Cement Concrete (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, complete all as specified and directed. | 150 | Cubic Metre | - | - |
| - | M&L RCC M-25 (Design mix) RMC using 20mm graded stone aggregates in foundations, including rafts, footings, foundation beams, plinth beams; bases for columns etc. complete all as specified and directed. | 760 | Cubic Metre | - | - |
| - | M&L Form work to sides of concrete foundation, footings, bases of columns, rafts and raft beams, sides and soffit of foundation and plinth beams and similar work etc; for flat rough finished surface of concrete complete all as specified and directed. | 4,275 | Square Metre | - | - |
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details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.19 MB
CEPZ-2026-DR-SP-36 SHEET No 1-1.pdf
Additional Documents • 0.45 MB
84693-merged_drawings.pdf
Additional Documents • 1.05 MB
CEPZ-2021-TD-01-STR (SHT NO. 3.3).pdf
Additional Documents • 0.27 MB
Barricadding (3M) Navy Mumbai.pdf
Additional Documents • 1.45 MB
CEPZ-88-TD-4M SHT 1-4.pdf
Additional Documents • 4.63 MB
CEPZ-88-TD-4M SHT 2-4.pdf
Additional Documents • 4.64 MB
CEPZ-88-TD-4M SHT 3-4.pdf
Additional Documents • 4.63 MB
CEPZ-88-TD-4M SHT 4-4.pdf
Additional Documents • 4.63 MB
CEPZ-88-TD-7M SHT 1-1.pdf
Additional Documents • 4.63 MB
CEPZ-88-TD-15M SHT 1-1.pdf
Additional Documents • 0.37 MB
CEPZ-91-TD-15M SHT NO 1-2.pdf
Additional Documents • 0.36 MB
CEPZ-91-TD-15M SHT NO 2-2.pdf
Additional Documents • 0.23 MB
CEPZ-94-TD-31 SHT NO 1-1.pdf
Additional Documents • 0.34 MB
CEPZ-97-TD-6-STR SHT 1-1.pdf
Additional Documents • 0.52 MB
CEPZ-97-TD-16 (SHT 1.1).pdf
Additional Documents • 1.18 MB
CEPZ-98-TD-4 SHT NO 1-1.pdf
Additional Documents • 0.21 MB
CEPZ-2007-TD-02(R)-STR SHT NO 1-1.pdf
Additional Documents • 0.26 MB
CEPZ-2021-TD-01-STR (SHT NO. 1.3).pdf
Additional Documents • 0.63 MB
CEPZ-2021-TD-01-STR (SHT NO. 2.3).pdf
Additional Documents • 0.33 MB
84693-BoundaryWall-Dehu.pdf
Tender Documents • 3.14 MB
BOQ_883605.xls
BOQ • 0.26 MB
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