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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-Finance 132 MG ROAD GOAL GHAR PORT BLAIR PIN 744103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹7.6 L | L1 | Accepted-Finance Responsive |
| 2 | L2₹7.8 L+₹15,974.59 (2.10%)Accepted-Finance | ₹7.8 L+₹15,974.59 (2.10%) | L2 | Accepted-Finance Responsive |
| 3 | L3₹8.5 L+₹90,462.37 (11.9%)Accepted-Finance | ₹8.5 L+₹90,462.37 (11.9%) | L3 | Accepted-Finance Responsive |
| 4 | L4₹8.9 L+₹1.3 L (16.6%)Accepted-Finance GARACHARMA POST SRI VIJAYA PURAM PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹8.9 L+₹1.3 L (16.6%) | L4 | Accepted-Finance Responsive |
| 5 | L5₹9.1 L+₹1.5 L (19.8%)Accepted-Finance | ₹9.1 L+₹1.5 L (19.8%) | L5 | Accepted-Finance Responsive |
Tender Value
Refer Docs
EMD Value
₹21,285
Closing Date
7 Sept 2026, 3:00 pmClosed
Executive Engineer,CD-I, A.P.W.D., SVP
Executive Engineer,CD-I, A.P.W.D., SVP
Construction of Drain Toe Wall from Gate No-1 to Girls Hostel in DBRAIT Campus under CD-I ,SD-II, APWD, Sri Vijyapuram.
2026_APWD_24473_1
26/NIT/DB/CD-ISVP/26-27
Open Tender
Civil Works - Buildings
Percentage
60 days
DOLLYGUNJ
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹21,285
15 Sept 2026
28 Aug 2026
7 Sept 2026
28 Aug 2026
7 Sept 2026
28 Aug 2026
28 Aug 2026 - 4 Sept 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. | - | cum | - | - |
| 2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 2.1 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 2.2 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | 1 | - |
| 312 mm cement plaster of mix : | |||||
| 3.1 | 1:4 (1 cement: 4 fine sand) | 1 | sqm | 1 | ₹1 |
| 4Centering and shuttering including strutting, propping etc. and removal of form work for: | |||||
| 4.1 | Foundations, footings, bases for columns | 1 | sqm | 1 | ₹1 |
| 5Providing 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 : | |||||
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BOQ_25911.xls
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