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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC | ₹8.1 L | L1 | Accepted-AOC LOA ISSUED |
| 2 | L2₹9.4 LRejected-Finance | ₹9.4 L | L2 | Rejected-Finance BEING L2 |
| 3 | L3₹10.6 LRejected-Finance AT PATTAKHAMAN KANIHA ANGUL ODISHA 759117 | ANGUL | ANGUL | ODISHA | 759117 | ₹10.6 L | L3 | Rejected-Finance BEING L3 |
Tender Value
₹13.7 L
EMD Value
₹17,200
Closing Date
22 May 2026, 5:00 pmClosed
STAFF OFFICER CIVIL KANIHA AREA MCL
STAFF OFFICER CIVIL KANIHA AREA MCL TALCHER ANGUL ODISHA 759117
Construction of Bathing steps with beautification of Sagadipal Bandha under CSR of Kaniha Area
2026_MCL_359413_1
MCL/GM(KA)/SO(C)/26-27/120 DT. 11.05.2026
Open Tender
Civil Works - Others
Percentage
60 days
KANIHA OCP
AS PER NIT
3 documents required · 3 mandatory
₹17,200
1 Jul 2026
11 May 2026
25 May 2026
12 May 2026
22 May 2026
12 May 2026
12 May 2026 - 15 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 |
|---|---|---|---|---|---|
| 0.000 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section - 300 of specifications) | - | Cum | - | - |
| 0.000 | Carriage of Materials earth up to 01 KM | - | cum | - | - |
| 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, 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 | 1 | cum | - | - |
| 0.000 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 0.2 | Cum | 1 | ₹0.2 |
| 0.000 | Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | - | Cum | 1 | - |
| 0.000 | Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | - | - |
| 0.000 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - |
| 0.000 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Medium shade pigment using 50% white cement 50% Grey cement | - | Sqm | 1 | - |
| 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, 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. | 1 | Cum | - | - |
| 0.000 | Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20
mm nominal size) | 1 | Cum | - | - |
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