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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.5 CrAccepted-Finance MARTHOMA CHURCH COMPLEX GOAL GHAR PORT BLAIR PIN 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | ₹1.5 Cr | 1 | Accepted-Finance FOUND IN ORDER |
| 2 | 2₹1.6 CrAccepted-Finance | ₹1.6 Cr | 2 | Accepted-Finance FOUND IN ORDER |
| 3 | 3₹1.6 CrAccepted-Finance | ₹1.6 Cr | 3 | Accepted-Finance FOUND IN ORDER |
| 4 | 4₹1.7 CrAccepted-Finance | ₹1.7 Cr | 4 | Accepted-Finance FOUND IN ORDER |
| 5 | 5₹1.7 CrAccepted-Finance | ₹1.7 Cr | 5 | Accepted-Finance FOUND IN ORDER |
Updated dates
Tender Value
₹2.1 Cr
EMD Value
₹4.2 L
Closing Date
24 Apr 2026, 3:00 pmClosed
EE, NACD, APWD, Mayabunder
EE, NACD, APWD, Mayabunder
Construction of 01 No. Rain Water Harvesting Reservoir (Pond No.04) for a capacity 10.00ML including Pump House, Pump and PVC Fencing near Panighat Junction under Sub Division No. I, NACD, APWD, Mayabunder
2026_APWD_22559_2
NIT No.66/SE/CC-I/2025-26
Open Tender
Construction Works
120 days
EE, NACD, APWD, Mayabunder
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹4.2 L
27 Apr 2026
16 Apr 2026
24 Apr 2026
16 Apr 2026
24 Apr 2026
16 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 |
|---|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and for all lift,as directed by Engineer-in-Charge. | ||||||
| 1.01 | All kinds of soil | - | cum | - | - | 2 |
| 2Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. | ||||||
| 2.01 | All kinds of soil. | - | cum | - | - | 4 |
| 3Felling 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. | ||||||
| 3.01 | Beyond 120cm girth upto and including 240cm girth | - | each | - | - | 6 |
| 3.02 | Above 240cm girth | - | each | - | - | 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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