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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.3 LAdmitted-Finance AT 75 JN ROAD HADDO PORT BLAIR SOUTH ANDAMAN PORT BLAIR 744102 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | -16.00% | ₹13.3 L | L1 | Admitted-Finance |
| 2 | L2₹17.3 LAdmitted-Finance | +8.85% | ₹17.3 L | L2 | Admitted-Finance |
Tender Value
₹15.9 L
EMD Value
₹31,757
Closing Date
17 Apr 2026, 3:00 pmClosed
The Executive Engineer-III (Works), SVPMC
The Executive Engineer-III (Works), SVPMC, Shadipur, Sri Vijaya Puram-744106
Construction of Side Drain and Renovation of Motorable Road starting from Shri. Arjun House to Venuka Devi House near Mariamma Temple Austinabad, Ward No.20.
2026_PMBC_22630_1
18/EE-III/RW/MC/2025-26
Open Tender
Civil Works - Roads
90 days
Austinabad
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹31,757
21 Apr 2026
7 Apr 2026
17 Apr 2026
7 Apr 2026
17 Apr 2026
7 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 |
|---|---|---|---|---|---|---|
| 1 | 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.
All kinds of soil. | 0.2 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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) | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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 | - | - | BI01010001010000000000000515BI0100001113 |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies and access platform | - | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 7 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
40 mm thick with 20 mm nominal size stone aggregate | 1 | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 8 | 12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand) | - | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 9 | Providing 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 :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or
more. | - | Kg | - | - | BI01010001010000000000000515BI0100001113 |
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