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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹78.3 LAccepted-AOC ANGUL ODISHA 759132 INDIA UDYAM OD 01 0005071 | ANUGUL | ODISHA | 759132 | ₹78.3 L | L 1 | Accepted-AOC Accepted being L-1 bidder. |
| 2 | L 2₹78.8 LRejected-Finance AT PO KUNJAM KHAMAR DIST ANGUL ODISHA 759118 | ANUGUL | ODISHA | 759118 | ₹78.8 L | L 2 | Rejected-Finance Rejected as L-2 bidder. |
| 3 | L 3₹79.6 LRejected-Finance | ₹79.6 L | L 3 | Rejected-Finance Rejected as L-3 bidder. |
Tender Value
₹1.3 Cr
EMD Value
₹1.6 L
Closing Date
7 Mar 2026, 5:00 pmClosed
ALOK KUMAR, SO(CIVIL), TALCHER AREA, MCL
ALOK KUMAR, O/O STAFF OFFICER (CIVIL), TALCHER AREA, MCL
Construction of RCC drain beside pit-top of Handidhua Colliery under Talcher Area.
2026_MCL_353706_1
MCL/GM(TA)/SO(C)/ e-Tender/25-26/36 dt 19.02.26
Open Tender
Civil Works - Others
90 days
HANDIDHUA COLLIERY
Please refer Tender documents.
5 documents required · 5 mandatory
₹1.6 L
20 Mar 2026
19 Feb 2026
8 Mar 2026
20 Feb 2026
7 Mar 2026
20 Feb 2026
20 Feb 2026 - 28 Feb 2026
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.
Supplying and filling in plinth with river sand under floors, including watering, ramming, consolidating and dressing complete.
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 stone aggregate 40 mm nominal size derived from natural sources)
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 de rived from natural sources)
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.
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Smooth finishing of the exposed surface of R.C.C.work with 6mm thick cement mortar 1:3(1Cement: 3 fine sand).
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Carriage of materials by mechanical transport including loading, unloading and stacking. Earth Lead 1.00 KM.
Total impact of GST plus Labour Cess [@ 1 % (BOCW Cess to be deducted from the RA bill as per the value of the work progress)] for the purpose of CTC
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