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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 CrAccepted-AOC | ₹11.0 Cr | L1 | Accepted-AOC Awarded being L1 bidder and duly approved. |
| 2 | L2₹11.0 CrRejected-Finance AT PO BARALOTA BY PASS ROAD DALTONGANJ DISTT PALAMU JHARKHAND 822121 | GARHWA | JHARKHAND | 822121 | ₹11.0 Cr | L2 | Rejected-Finance Rejected not being L1 bidder and duly approved. |
| 3 | L3₹11.1 CrRejected-Finance | ₹11.1 Cr | L3 | Rejected-Finance Rejected not being L1 bidder and duly approved. |
| 4 | Rejected-Technical 154 ICC TP NAGAR KORBA PIN 495677 | KORBA | KORBA | CHHATTISGARH | 495677 | - | - | Rejected-Technical Rejected by TC and duly approved. |
| 5 | Rejected-Technical AT P O KATHARA DIST BOKARO 829116 | KATHARA | BOKARO | JHARKHAND | 829116 | - | - | Rejected-Technical Rejected by TC and duly approved. |
| Sl No | Description | Qty | Unit | AADITYA CONSTRUCTION L3 | M/S VIKASH KUMAR TIWARI L2 | GANESHA CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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 relevent clauses of section-300 of specification. | 20,125.8 | cum | 60 ₹12.1 L | 60 ₹12.1 L | 50 ₹10.1 L |
| 2.00 | 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. | 4,237 | cum | 1,200 ₹50.8 L | 1,000 ₹42.4 L | 1,150 ₹48.7 L |
| 3.00 | Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in Sub base/ Base Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per clause 403 of specification. (i) For Sub-Base course | 8,332 | cum | 1,400 ₹1.2 Cr | 1,000 ₹83.3 L | 1,000 ₹83.3 L |
| 4.00 | Dry Lean Cement Concrete Sub- base 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 as per clause 601 of specification complete in all respect. | 6,040.5 | cum | 1,950 ₹1.2 Cr | 1,500 ₹90.6 L | 1,750 ₹1.1 Cr |
| 5.00 | Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-40 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. | 12,711 | cum | 4,250 ₹5.4 Cr | 4,700 ₹6.0 Cr | 4,150 ₹5.3 Cr |
| 6.00 | Add extra Dowel bar including craddle, laps etc. complete required as per design. | 114.4 | MT | 40,000 ₹45.8 L | 40,000 ₹45.8 L | 72,573 ₹83.0 L |
| 7.00 | Add extra Tie bars including craddle, laps etc. complete required as per design. | 14.2 | MT | 39,000 ₹5.5 L | 40,000 ₹5.7 L | 78,573 ₹11.2 L |
| 8.00 | 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, 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. | 1,312 | cum | 85 ₹1.1 L | 80 ₹1.0 L | 70 ₹91,840 |
| 9.00 | 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) | 65.6 | cum | 2,925 ₹1.9 L | 3,000 ₹2.0 L | 3,600 ₹2.4 L |
| 10.00 | 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 de rived from natural sources) | 560.7 | cum | 3,150 ₹17.7 L | 4,700 ₹26.4 L | 4,150 ₹23.3 L |
Tender Value
₹14.5 Cr
EMD Value
₹18.1 L
Closing Date
14 Jun 2025, 5:00 pmClosed
G.M. (Civil)/HOD, SECL Bilaspur HQ
Office of G.M. (Civil)/HOD, SECL Bhawan, Seepat Road, Bilaspur, CG, PIN-495006. Contact No.09422293565/09425531210/07880128817 email-gmcivilhod.secl(at)gmail.com and/or gmcivil.secl(at) coalindia.in
Construction of Cement Concrete (CC) Roads at different location of Kusmunda OCP at Kusmunda Area, including 05 (Five) years comprehensive maintenance.
2025_SECL_336132_1
GM(C)/SECL/BSP/e-T/KSM-CC Road/2025-26/03 dated 23.05.2025
Open Tender
Civil Works - Roads
2095 days
Kusmunda OCP, C.G.
As Per NIT.
5 documents required · 5 mandatory
₹18.1 L
3 Dec 2025
26 May 2025
16 Jun 2025
26 May 2025
14 Jun 2025
27 May 2025
26 May 2025 - 7 Jun 2025
Amount
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 relevent clauses of section-300 of specification.
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.
Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in Sub base/ Base Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per clause 403 of specification. (i) For Sub-Base course
Dry Lean Cement Concrete Sub- base 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 as per clause 601 of specification complete in all respect.
Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-40 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.
Add extra Dowel bar including craddle, laps etc. complete required as per design.
Add extra Tie bars including craddle, laps etc. complete required as per design.
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.
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)
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Cold twisted bars
Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete.
Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform
Total impact of GST for the purpose of CTC
M/S VIKASH KUMAR TIWARI (BID ID -1159484)
AADITYA CONSTRUCTION (BID ID -1160298)
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