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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.5 LAccepted-Finance GOVT CONTRACTOR 23 KM ROAD PREM NAGAR PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | ₹19.5 L | 1 | Accepted-Finance L1 |
| 2 | 2₹20.5 LAccepted-Finance | ₹20.5 L | 2 | Accepted-Finance L2 |
| 3 | 3₹20.8 LAccepted-Finance | ₹20.8 L | 3 | Accepted-Finance L3 |
| 4 | 4₹20.9 LAccepted-Finance | ₹20.9 L | 4 | Accepted-Finance L4 |
| 5 | 5₹22.5 LAccepted-Finance | ₹22.5 L | 5 | Accepted-Finance L5 |
Tender Value
₹25.6 L
EMD Value
₹51,156
Closing Date
7 May 2026, 3:00 pmClosed
EE, SVPND, APWD, Sri Vijaya Puram
EE, SVPND, APWD, Sri Vijaya Puram
Construction of 14 nos septic tank for GPA including provision for sanitary and CC drains at various location under Haddo section SD-IV, SVPND, APWD, Sri Vijaya Puram
2026_APWD_22857_1
NIT No. 08/EE/SVPND/2026-27
Open Tender
Civil Works - Buildings
180 days
Sri Vijaya Puram
Please refer tender document
7 documents required · 7 mandatory
₹0
₹51,156
20 May 2026
30 Apr 2026
8 May 2026
30 Apr 2026
7 May 2026
2 May 2026
30 Apr 2026 - 5 May 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 |
|---|---|---|---|---|---|
| 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 1.1 | All kinds of soil. | 1 | cum | - | - |
| 2 | 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 lif. | 0.6 | cum | 1 | ₹0.6 |
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 3.1 | 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | 1 | - |
| 3.2 | 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 | 1 | - |
| 4Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | |||||
| 4.1 | 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 5Centering and shuttering including strutting, propping etc. and removal of form for | |||||
| 5.1 | Foundations, footings, bases of columns, etc. for mass concrete | - | sqm | 1 | - |
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