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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 CrAccepted-Finance AT 75 JN ROAD HADDO PORT BLAIR SOUTH ANDAMAN PORT BLAIR 744102 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | ₹1.2 Cr | 1 | Accepted-Finance FOUND IN ORDER |
| 2 | 2₹1.2 CrAccepted-Finance | ₹1.2 Cr | 2 | Accepted-Finance FOUND IN ORDER |
| 3 | 3₹1.2 CrAccepted-Finance BETAPUR | ₹1.2 Cr | 3 | Accepted-Finance FOUND IN ORDER |
| 4 | 4₹1.3 CrAccepted-Finance | ₹1.3 Cr | 4 | Accepted-Finance FOUND IN ORDER |
| 5 | 5₹1.3 CrAccepted-Finance | ₹1.3 Cr | 5 | Accepted-Finance FOUND IN ORDER |
Tender Value
₹1.7 Cr
EMD Value
₹3.5 L
Closing Date
24 Apr 2026, 3:00 pmClosed
EE, NACD, APWD, Mayabunder
EE, NACD, APWD, Mayabunder
Construction of Rain Water Harvesting Reservoir (Azadi ka Amrit Sarovar ) of Capacity 10.00 ML Near Zonal Lab at Tugapur No.7 Village under Sub Division No.II, Tugapur, NACD,APWD, Mayabunder
2026_APWD_22608_1
NIT No. 62/SE/CC-I/2025-26/
Open Tender
Construction Works
180 days
EE, NACD, APWD, Mayabunder
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹3.5 L
Conference hall of SEs office, CC-I, Sri Vijaya Pu
27 Apr 2026
6 Apr 2026
24 Apr 2026
6 Apr 2026
24 Apr 2026
6 Apr 2026
20 Apr 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 |
|---|---|---|---|---|---|---|
| 1Felling trees of the girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unservicable material. | ||||||
| 1.01 | Beyond 120cm girth upto and including 240cm girth | - | each | - | - | 2 |
| 1.02 | Above 240cm girth | - | each | - | - | 3 |
| 2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth,1.5m in width as well as 10Sqm on plan) including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | ||||||
| 2.01 | All kinds of soil. | - | cum | - | - | 5 |
| 3Extra for every additional lift of 1.5m or part thereof in excavation/banking excavated or stacked | ||||||
| 3.01 | All kind of soil | - | cum | - | - | 7 |
| 4Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, and compaction with wooden or steel rammers and dressing up in embankments for roads, floods banks, marginal blanks and guide banks etc lead upto 50m and lift upto 1.5 | ||||||
| 5Supplying and fixing Non-woven Geo textile having thickness of 400 GSM , having minimum taer strength of 1550 plus as per ASTMD624q having elongation t break % of 57 plus as per ASTMD4595 in two layers, made out of long fibre to hold the modulus and protect liner including cutting,sizing,head welding and needle punched for high porosity and proper percolation complete. | ||||||
| 6Supplying and fixing HDPE liner of approved brand 1.0 mm thick for the collection of water including heat welding on site and off site as per the requirement and direction of engineer-in-charge. | ||||||
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tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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Tendernotice_1.pdf
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Tenderdocument.pdf
Tender Documents • 3.18 MB
BOQ_23956.xls
BOQ • 0.44 MB
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