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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹31.1 LAccepted-AOC | ₹31.1 L Quoted ₹26.4 L | L-1 | Accepted-AOC The work is being awarded to the L-1 bidder, RAKESH KUMAR RANJAN, vide Ref. No. SECL/GM/KSM/C/26-27/362 dated 01/08/2026. |
| 2 | L-2₹27.7 L+₹1.3 L (4.91%)Rejected-Finance | ₹27.7 L+₹1.3 L (4.91%) | L-2 | Rejected-Finance Rejected not being L-1 bidder |
| 3 | L-3₹30.3 L+₹3.9 L (14.7%)Rejected-Finance B 71 VIKAS NAGAR COLONY NEAR GURUDWARA KUSMUNDA DIST KORBA C G 495454 | KORBA | CHHATTISGARH | 495454 | ₹30.3 L+₹3.9 L (14.7%) | L-3 | Rejected-Finance Rejected not being L-1 bidder |
| 4 | L-4₹33.4 L+₹7.0 L (26.7%)Rejected-Finance MQ 99 SHAKTI NAGAR COLONY GEVRA KORBA CG 495452 | KORBA | CHHATTISGARH | 495452 | ₹33.4 L+₹7.0 L (26.7%) | L-4 | Rejected-Finance Rejected not being L-1 bidder |
| 5 | L-5₹35.3 L+₹9.0 L (33.9%)Rejected-Finance PLOT NO 28 ICCR EXTN T P NAGAR KORBA CG 495677 | KORBA | KORBA | CHHATTISGARH | 495677 | ₹35.3 L+₹9.0 L (33.9%) | L-5 | Rejected-Finance Rejected not being L-1 bidder |
Tender Value
₹57.4 L
EMD Value
₹71,800
Closing Date
11 May 2026, 5:00 pmClosed
STAFF OFFICER (CIVIL), SECL KUSMUNDA AREA
OFFICE OF THE STAFF OFFICER (CIVIL), SECL KUSMUNDA AREA P.O. KUSMUNDA COLLIERY 495454 DISTT. KORBA (CG) CONTACT No. 8269842001
Repairing and maintenance of TSR phase-1 of Nehru Nagar of Kusmunda Area (Re-Tender)
2026_SECL_358693_1
SECL/GM/KSM/CIVIL/e-Tender /26-27/19 dt 23/04/2026
Open Tender
Civil Works - Others
Percentage
120 days
KUSMUNDA AREA, SECL
AS PER NIT and TENDER DOCUMENT
5 documents required · 5 mandatory
₹71,800
1 Aug 2026
24 Apr 2026
12 May 2026
25 Apr 2026
11 May 2026
25 Apr 2026
25 Apr 2026 - 4 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 |
|---|---|---|---|---|---|
| 1Item Description / Heading | |||||
| 1.01 | PART-A/ CC ROAD | - | - | - | - |
| - | 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 relevent clauses of section-300 of specification | - | Cum. | - | - |
| 1.03 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. | - | Cum. | - | - |
| 1.04 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc. | - | Cum. | - | - |
| - | Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400. | - | Cum. | - | - |
| - | PART-B/ GENERAL MAINTENANCE | - | - | - | - |
| - | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. One coat | - | sqm | - | - |
| - | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | - | sqm | - | - |
| - | 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. | - | cum | - | - |
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