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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.6 LAccepted-AOC SHOP NO C 1 GHANTAGHAR KORBA CG 495667 | KORBA | KORBA | CHHATTISGARH | 495667 | ₹32.6 L | L1 | Accepted-AOC Technically and financially eligible L1 Bidder |
| 2 | L2₹46.3 LRejected-Finance BHAIROTAL SURAKACHHAR TEH KATGHORA KORBA CHHATTISGARH 495454 | KORBA | KORBA | CHHATTISGARH | 495454 | ₹46.3 L | L2 | Rejected-Finance Not L1 Bidder |
| 3 | L3₹52.1 LRejected-Finance | ₹52.1 L | L3 | Rejected-Finance Not L1 Bidder |
| 4 | Rejected-Technical AMRAIYAPARA KORBA CG 495447 | KORBA | KORBA | CHHATTISGARH | 495447 | - | - | Rejected-Technical checked and rejected by the tender committee |
| 5 | Rejected-Technical AK PO GHANTAPADA TALCHER ANGUL ODISHA | TALCHER | ANGUL | ODISHA | - | - | Rejected-Technical checked and rejected by the tender committee |
| Sl No | Description | Qty | Unit | M/S GOYAL GROUP L2 | M/s B.Prasad & Co. L3 | SHREE BALAJI ASSOCIATES L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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 up to 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. | 758.1 | Cum | 150 ₹1.1 L | 173 ₹1.3 L | 75 ₹56,857.50 |
| 2.00 | 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). | 25.65 | Cum | 4,500 ₹1.2 L | 4,645 ₹1.2 L | 2,300 ₹58,995 |
| 3.00 | 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 derived from natural sources) | 211.5 | Cum | 5,500 ₹11.6 L | 6,075 ₹12.8 L | 3,900 ₹8.2 L |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 54.72 | Sqm | 250 ₹13,680 | 252 ₹13,789.44 | 90 ₹4,924.80 |
| 5.00 | Centering and shuttering including strutting, propping etcWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 903.5 | Sqm | 500 ₹4.5 L | 520 ₹4.7 L | 160 ₹1.4 L |
| 6.00 | 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 up to 1.5 m. | 475.2 | Cum | 100 ₹47,520 | 110 ₹52,272 | 30 ₹14,256 |
| 7.00 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, 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, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing | 58 | Cum | 4,300 ₹2.5 L | 4,830 ₹2.8 L | 3,950 ₹2.3 L |
| 8.00 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing | 58 | Cum | 2,700 ₹1.6 L | 2,855 ₹1.7 L | 2,200 ₹1.3 L |
| 9.00 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia RCC pipes. | 15 | M | 12,000 ₹1.8 L | 13,610 ₹2.0 L | 7,800 ₹1.2 L |
| 10.00 | 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. | 38.5 | Cum | 1,500 ₹57,750 | 1,517 ₹58,404.50 | 1,100 ₹42,350 |
Tender Value
₹56.5 L
EMD Value
₹70,700
Closing Date
5 Jan 2026, 5:00 pmClosed
Staff Officer Civil SECL Korba Area
Office of the General Manager, South Eastern Coalfields Limited, CIVIL DEPARTMENT, KORBA AREA KORBA- 495 677(CG)
Making approach Road with Hume pipe culvert in village Naktikhar near Manikpur OCP under CSR Head of SECL Korba Area
2025_SECL_349026_1
SECL/GM/C/eTender/25-26/127 Dt19.12.2025
Open Tender
Civil Works - Roads
120 days
Office of General Manager SECL Korba Area
As per NIT
5 documents required · 5 mandatory
₹70,700
15 Apr 2026
19 Dec 2025
7 Jan 2026
20 Dec 2025
5 Jan 2026
20 Dec 2025
20 Dec 2025 - 29 Dec 2025
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 up to 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.
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 derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etcWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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 up to 1.5 m.
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, 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, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing
Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia RCC pipes.
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.
Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars
Total impact of GST for the purpose of CTC
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