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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹83.5 LAccepted-Finance | ₹83.5 L | 1 | Accepted-Finance FOUND IN ORDER |
| 2 | 2₹89.5 LAccepted-Finance BETAPUR | ₹89.5 L | 2 | Accepted-Finance FOUND IN ORDER |
| 3 | 3₹90.3 LAccepted-Finance | ₹90.3 L | 3 | Accepted-Finance FOUND IN ORDER |
| 4 | 4₹97.0 LAccepted-Finance 124 J N ROAD HADDO P O DELANIPUR SOUTH ANDAMAN ANDAMAN NICOBAR 744102 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | ₹97.0 L | 4 | Accepted-Finance FOUND IN ORDER |
| 5 | 5₹1.0 CrAccepted-Finance | ₹1.0 Cr | 5 | Accepted-Finance FOUND IN ORDER |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
20 Apr 2026, 3:00 pmClosed
EE, NACD, APWD, Mayabunder
EE, NACD, APWD, Mayabunder
Construction of P.S. Overhead tank for 2.00 Lakhs Ltrs. Capacity, including pipeline at Karmatang-X under SD-I, NACD, APWD, Mayabunder
2026_APWD_22586_1
NIT No.67/SE/CC-I/2025-26
Open Tender
Construction Works
270 days
EE, NACD, APWD, Mayabunder
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹2.2 L
Conference hall of SEs office, CC-I, Sri Vijaya Pu
20 Apr 2026
2 Apr 2026
20 Apr 2026
2 Apr 2026
20 Apr 2026
2 Apr 2026
14 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 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | ||||||
| 1.01 | All kinds of soil | - | cum | - | - | 2 |
| 2Earth 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, for all lift, 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 | - | - | 4 |
| 3Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: | ||||||
| 3.01 | All kinds of soil
i) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | - | metre | - | - | 6 |
| 4Filling 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 lif. | ||||||
| 5Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | ||||||
| 6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||
| 6.01 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - | 10 |
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technical_23927.pdf
techsummary_23927.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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BOQ_23927.xls
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