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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹42.7 LAdmitted-Finance KHATI SAHI PO CHILIKA NUAPADA DS KRUSHNA PRASAD GANJAM ODISHA PIN 752011 | PURI | ODISHA | 752011 | -30.00% | ₹42.7 L | L1 | Admitted-Finance |
| 2 | L2₹44.4 LAdmitted-Finance SCHOOL STREET MANIKAPUR PO KANHEIPUR PS KHALLIKOTE DIST GANJAM ODISHA PIN 761029 | MANIKAPUR | GANJAM | ODISHA | 761029 | -27.25% | ₹44.4 L | L2 | Admitted-Finance |
| 3 | L3₹47.5 LAdmitted-Finance | -22.05% | ₹47.5 L | L3 | Admitted-Finance |
| 4 | L4₹47.8 LAdmitted-Finance | -21.60% | ₹47.8 L | L4 | Admitted-Finance |
| 5 | L5₹50.9 LAdmitted-Finance | -16.58% | ₹50.9 L | L5 | Admitted-Finance |
Tender Value
₹61.0 L
EMD Value
₹61,000
Closing Date
15 Apr 2026, 4:00 pmClosed
Superintending Engineer
Office of the S.E. Ganjam RandB Division No.II Hillpatna Berhampur
Building work
2026_EICCL_127964_2
SC RandB GM-II-33/2025-26
Open Tender
Civil Works - Buildings
180 days
Khallikote
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹61,000
Yes
4 May 2026
8 Apr 2026
16 Apr 2026
8 Apr 2026
15 Apr 2026
8 Apr 2026
8 Apr 2026 - 14 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation in foundation inhard or gravelly soil within 50m initial lead and 1.50m initial lift as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per the direction of Engineer-in-charge. | |||||
Supplying & filling foundation and plinth with sand well watered and rammed including cost, cost of all labour, carriage, royalty, taxes, T&P etc complete as per the direction of Engineer-in-charge. | - | cum | - | - | |
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site spreading, grading to required slope and compacting to meet requirment of table 300-2 | - | cum | - | - | |
Providing and applying of post construction Anti -termite tretment by drilling 12 mm dia holes at distance of 30 cm junction of wall and floor about 300 mm apart deep enough to reach the soil below and chemical emulsion ( PREMISE IMIDACHLOPRIED 30.5 SC OF BAYER MAKE MIXED WITH 47.5 LTR WATER ) Pumped these holes to soak the soil @ 1ltr solution of each hole as per manufacture s specification and the holes should be pluged with filling materilas including coast of all materilas .labour conveyance and hiring charges of machinearies al taxes as per direction of E.I.C.etc.complete (Excluding G.S.T ) | - | Sqm | - | - | |
| 5Cement Concrete of prop (1:3:6) in foundation and flooring using 40mm size hard black granite C.B. metal approved size and quality from approved quarry including watering, ramming, curing, hoisting laying using concrete mixture and vibrators including cost, carriage, royalty, cost of all labour T.&P. etc complete as per the direction of Engineer-in-charge. | |||||
| 6Brick work with Fly Ash bricks of 23cm x 11cm x 8cm size in foundation and plinth having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) including watering curing, cost of carriage, royalty and taxes of all materials, cost of all labour, T&P etc complete as per the direction of Engineer-in-charge. | |||||
| 7Fly Ash Brick work with Fly Ash Bricks of 23cm.x 11cm.x 8cm. size having crushing strength not less than 75 Kg/Cm2 in cement mortar (1:6) in superstructure including splays, cuttings, circular moldings, watering & curing for 7 days, cost, conveyance, taxes & royalties of all materials, labour with T&P etc. complete in all respect as per the direction of Engineer-in-charge. | |||||
| 8R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including rigid smooth centering, shuttering, cost, conveyance, taxes, royalities of all materials, watering, curing for 28 days cost of all mterials, labour and T&P required for the work etc complete as per the direction of Engineer-in-charge - Column Base footing | |||||
| 8.1 | Column | - | cum | - | - |
Plinth Bend | - | cum | - | - | |
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