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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹69.9 LAdmitted-Finance AT PO BIJIGOL PS NTPC KANIHA ANGUL ODISHA 759117 | KANIHA | ANGUL | ODISHA | 759117 | -26.20% | ₹69.9 L | L1 | Admitted-Finance |
| 2 | L2₹98.5 LAdmitted-Finance | +3.99% | ₹98.5 L | L2 | Admitted-Finance |
Updated dates
Tender Value
₹94.7 L
EMD Value
₹1.2 L
Closing Date
18 May 2026, 5:00 pmClosed
STAFF OFFICER CIVIL KANIHA AREA MCL
STAFF OFFICER CIVIL KANIHA AREA MCL TALCHER ANGUL ODISHA 759117
Construction of Three Class room Double Storied at Badatirbida Nodal High School under CSR work of Kaniha Area
2026_MCL_358716_1
MCL/GM(KA)/SO(C)/26-27/73 DT. 24.04.2026
Open Tender
Civil Works - Buildings
270 days
KANIHA OCP
AS PER NIT
5 documents required · 5 mandatory
₹1.2 L
29 May 2026
24 Apr 2026
20 May 2026
27 Apr 2026
18 May 2026
27 Apr 2026
27 Apr 2026 - 5 May 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 |
|---|---|---|---|---|---|---|
| 0.000 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. : All kinds of soil. | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 0.000 | Supplying and filling in plinth with sand under floors including, watering, ramming consolidating and dressing complete. | - | cum | 1 | - | BI01010001010000000000000515BI0100001120 |
| 0.000 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stoneaggregate 40 mm nominal size derived from natural sources) | 1 | cum | 1 | ₹1 | BI01010001010000000000000515BI0100001121 |
| 0.000 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, 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) | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
| 0.000 | Reinforced cement concrete work in walls (any thickness), includint attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of cente.ing, shutterinE, finishing and reinforcement :1:1.5:3 (l cement: 1.5 coarse sand(zone lll) derived from natu'ral sources 3 gJaded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - | BI01010001010000000000000515BI0100001123 |
| 0.000 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to l5' landings, balconies. shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(rone-lll) derived rrom naturalsources : 3 graded stone agtregate 20 mm nominal size derived from natural sources | - | cum | - | - | BI01010001010000000000000515BI0100001124 |
| 0.000 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in osition and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more | 1 | kg | - | - | BI01010001010000000000000515BI0100001125 |
| 0.000 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in osition and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more | 1 | kg | - | - | BI01010001010000000000000515BI0100001126 |
| 0.000 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. | - | sqm | - | - | BI01010001010000000000000515BI0100001127 |
| 0.000 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. | 1 | sqm | 1 | ₹1 | BI01010001010000000000000515BI0100001128 |
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