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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-Finance | ₹7.1 L | L1 | Accepted-Finance Being L1 |
| 2 | L2₹7.3 L+₹18,657.87 (2.62%)Accepted-Finance GOVT CONTRACTOR INDRA NAGAR HUMPHRYGUNJ PORT BLAIR PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹7.3 L+₹18,657.87 (2.62%) | L2 | Accepted-Finance Being L2 |
| 3 | L3₹7.6 L+₹45,968.67 (6.46%)Accepted-Finance | ₹7.6 L+₹45,968.67 (6.46%) | L3 | Accepted-Finance Being L3 |
| 4 | L4₹8.0 L+₹90,134.64 (12.7%)Accepted-Finance GOVT CONTRACTOR TEYLERABAD SRI VIJAYA PURAM PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹8.0 L+₹90,134.64 (12.7%) | L4 | Accepted-Finance Being L4 |
| 5 | L5₹8.2 L+₹1.1 L (15.3%)Accepted-Finance | ₹8.2 L+₹1.1 L (15.3%) | L5 | Accepted-Finance Being L4 |
Tender Value
₹9.0 L
EMD Value
₹18,027
Closing Date
6 Jul 2026, 3:00 pmClosed
EE, CD-III, APWD, P/PUR
O/o EE, CD-III, APWD, P/PUR
Strengthening of IRBn Building infrastructure. Sub Work Construction of CC foot path with light facilities to AKA KARI Pump House
2026_APWD_23488_1
NIT No. 04/EE/CD-III/2026-27
Open Tender
Civil Works - Others
Works
60 days
Port Mout
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹18,027
7 Jul 2026
24 Jun 2026
6 Jul 2026
25 Jun 2026
6 Jul 2026
25 Jun 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 surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lif upto 1.5 m, as directed by Engineer-in- Charge: | |||||
| 1.1 | All kinds of soil | 23 | sqm | 120.15 | ₹2,763.45 |
| 2Earth 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. | |||||
| 2.1 | All kinds of soil | 20 | cum | 226.8 | ₹4,536 |
| 3Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. | |||||
| 3.1 | Ordinary rock | 35 | cum | 615.05 | ₹21,526.75 |
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 4.1 | 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) | 44 | cum | 12,576.8 | ₹5,53,379.2 |
| 4.2 | 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) | 7.7 | cum | 10,321.35 | ₹79,474.4 |
| 5Centering and shuttering including strutting, propping etc. and removal of form work for: | |||||
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