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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.6 LAdmitted-Finance | ₹19.6 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Shri Pankaj Roy L1 |
|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), 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. | ||||
| 1.01 | All kinds of soil. | 89.76 | cum | 350 ₹31,416 |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 57.2 | cum | 300 ₹17,160 |
| 3.00 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. | 220 | cum | 8,500 ₹18.7 L |
| 4.00 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | 16.5 | sqm | 2,000 ₹33,000 |
| 5.00Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) | ||||
| 5.01 | Flush/ Ruled pointing | 16.5 | sqm | 500 ₹8,250 |
Tender Value
₹18.8 L
EMD Value
₹37,555
Closing Date
30 Apr 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer (PRI) South Andaman Division-I No. J/4, Old Councilor Bungalow, Junglighat, Sri Vijaya Puram, South Andaman
Construction of Retaining Wall for the protection of existing CC Road near Narayan Halder house at Krishna-03 under Gram Panchayat Shyam Nagar, Swaraj Dweep.
2026_RDPRI_22784_1
EE/PRI/SAD-I/RR/2026-27/18
Open Tender
Civil Works - Others
90 days
Shyam Nagar, Swaraj Dweep
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹37,555
5 May 2026
22 Apr 2026
30 Apr 2026
23 Apr 2026
30 Apr 2026
23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), 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. | |||||
| 1.01 | All kinds of soil. | - | cum | - | - |
| 2Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | |||||
| 3Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. | |||||
| 4Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | |||||
| 5Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) | |||||
| 5.01 | Flush/ Ruled pointing | - | sqm | - | - |
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