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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.6 LAccepted-Finance | ₹31.6 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹31.8 LAccepted-Finance 124 J N ROAD HADDO P O DELANIPUR SOUTH ANDAMAN ANDAMAN NICOBAR 744102 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | ₹31.8 L | L2 | Accepted-Finance Accepted |
| 3 | L3₹38.1 LAccepted-Finance | ₹38.1 L | L3 | Accepted-Finance Accepted |
| 4 | Rejected-Technical | - | - | Rejected-Technical Due to non submission of Proper document |
| 5 | Rejected-Technical VALLUVAR NAGAR BAMBOOFLAT SOUTH ANDAMAN PIN 744107 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744107 | - | - | Rejected-Technical Due to non submission of Proper document |
Tender Value
₹32.6 L
EMD Value
₹65,246
Closing Date
20 Apr 2026, 3:00 pmClosed
Executive Engineer, RCD, APWD, Wimberlygunj
Executive Engineer, RCD, APWD, Wimberlygunj
Construction of Overhead Tank with 03 mtr staging at Lappa Tikery under Gram Panchayat Namunaghar under RCD, Wimberlygunj.
2026_APWD_22645_1
02/EE/RCD/APWD/WG/26-27
Open Tender
Civil Works - Water Works
180 days
RCD, APWD, Wimberlygunj
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹65,246
8 May 2026
8 Apr 2026
22 Apr 2026
8 Apr 2026
20 Apr 2026
9 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 | ||||||
| 1.01 | Earth 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. | - | - | - | - | - |
| 1.02 | 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. | ||||||
| 3CEMENT CONCRETE (CAST IN SITU) | ||||||
| 3.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | - | - | - | - | - |
| 3.02 | 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) | - | cum | - | - | - |
| 3.03 | 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 | - | - | - |
| 4Centering and shuttering including strutting, propping etc. and removal of form work for: | ||||||
| 4.01 | Foundations, footings, bases for columns | - | sqm | - | - | - |
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