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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹85.5 LAdmitted-Finance | -21.67% | ₹85.5 L | L1 | Admitted-Finance |
| 2 | L2₹89.8 LAdmitted-Finance JEYPORE DISTRICT KORAPUT | JEYPORE | KORAPUT | ODISHA | -17.67% | ₹89.8 L | L2 | Admitted-Finance |
| 3 | L3₹89.9 LAdmitted-Finance | -17.63% | ₹89.9 L | L3 | Admitted-Finance |
| 4 | L4₹90.4 LAdmitted-Finance | -17.20% | ₹90.4 L | L4 | Admitted-Finance |
| 5 | L5₹90.4 LAdmitted-Finance | -17.16% | ₹90.4 L | L5 | Admitted-Finance |
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
9 Apr 2026, 5:00 pmClosed
CHIEF CONSTRUCTION ENGINEER
Chief Construction Engineer Jeypore R and B circle Jeypore
CIVIL WORKS
2026_EICCL_127618_4
CCEJC R AND B 16/2025-26
National Competitive Bid
Civil Works - Buildings
210 days
MALKANGIRI
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹1.1 L
Yes
19 May 2026
26 Mar 2026
10 Apr 2026
26 Mar 2026
9 Apr 2026
26 Mar 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 |
|---|---|---|---|---|---|---|
Earth work excavation in foundation in All kinds of soil including hard moorum, stoney earth, earth mixed with boulders (except sheet rock and boulders requiring blasting) with all leads and lifts for guard wall including dressing & levelling the bed and depositing the excavated earth at places away from work site with all leads and lifts including cost of all labour T&P required for the work etc. complete and as directed by the Engineer-in-charge. | - | Cum | - | - | BI01010001010000000000000515BI0100001130 | |
Providing & applying of pre constructional anti-termite treatment by drilling 12mm dia holes at distance of 30cm @ junction of wall & floor about 300mm apart deep enough to reach the soil below & chemical emulsion (PREMISE, IMIDACHLOPRIED 30.5SC OF BAYER MAKE mixed with 47.5ltr water) pumped these holes to soak the soil @ 1 ltr solution of each hole as per manufactures specification & the holes should be pluged the filling materials including cost of all materials, labour,conveyance, T&P , all taxes and hire charges of machinaries as per direction of Engineer-in-charge. | - | Sqm | - | - | BI01010001010000000000000515BI0100001129 | |
Filling foundation and plinth with excavated materials including watering and ramming complete in all respect as directed by the Engineer-in-Charge | - | Cum | - | - | BI01010001010000000000000515BI0100001122 | |
Supplying and filling in foundation trenches and plinth with sand, well watered and rammed in layers not exceeding 23cm in depth with all lead and lift including cost, conveyance, loading, unloading, royalties and , materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge. | - | Cum | - | - | BI01010001010000000000000515BI0100001133 | |
Providing and lying Plain Cement Concrete of proportion (1:3:6) in foundation and floors using 4cm (1 1/2") 0 mm & down grade black hard crusher broken granite stone metal, washed and screened sharp sand of approved quality from approved quarry including hoisting, lowering, laying the concrete, ramming, watering and curing etc. complete to required thickness including cost of all materials, conveyance, loading, unloading,cost of labours, T&P, hire & running charges of concrete mixer, etc. all complete as per the direction of the Engineer -in -charge. | - | Cum | - | - | BI01010001010000000000000515BI0100001130 | |
Supplying all materials, labour, T&P and providing cement concrete ( 1:2:4 ) with 12mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge | - | Cum | - | - | BI01010001010000000000000515BI0100001114 | |
Providing, lifting, hoisting and laying Reinforced cement concrete of M-20 grade as per approved designs and drawings having a minimum compressive strength (in work test) 200 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position complete as per direction of Engineer-In -Charge.
A) Column Base Footing | - | Cum | - | - | BI01010001010000000000000515BI0100001132 | |
B) COLUMN SUPER STRUCTURE (a.Stilt floor) | - | Cum | - | - | BI01010001010000000000000515BI0100001114 | |
b) First floor | - | Cum | - | - | BI01010001010000000000000515BI0100001132 | |
c) Head room | - | Cum | - | - | BI01010001010000000000000515BI0100001132 |
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