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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹12.0 LAccepted-AOC ADARSH NAGAR SIRGITTI BILASPUR DISTT BILASPUR CG PIN 495001 | BILASPUR | BILASPUR | CHHATTISGARH | 495001 | ₹12.0 L | L-1 | Accepted-AOC Awarded being valid and eligible L-1 Bidder as per Tender Committee evaluation. Awarded value is as per ONLINE Bid Price inclusive of Goods and Service Tax (GST) Components. |
| 2 | Rejected-Technical RAJEEV VIHAR NEAR LOYALA SCHOOL BILASPUR C G | BILASPUR | CHHATTISGARH | 495006 | - | - | Rejected-Technical Rejected not being L-1 bidder. |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected not being L-1 bidder. |
| Sl No | Description | Qty | Unit | DILIP KUMAR BANJARE L2 | RADHIKA AGRO ENTERPRISES L3 | ANIL KUMAR SONKAR 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. | 281.25 | cum | 27 ₹7,593.75 Lowest | 46 ₹12,937.5 | 28.48 ₹8,010 |
| 2.00 | Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 :Plant mix method (with Mechanically crushed stone only)-for grading- II Material | 56.25 | cum | 930 ₹52,312.5 | 1,500 ₹84,375 | 910.25 ₹51,201.56 Lowest |
| 3.00 | Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 :Plant mix method (with Mechanically crushed stone only)-for grading- III Material | 56.25 | cum | 840 ₹47,250 | 1,240 ₹69,750 | 780.15 ₹43,883.44 Lowest |
| 4.00 | Construction of Embankment with Material Deposited from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 196.88 | cum | 49 ₹9,647.12 | 76 ₹14,962.88 | 46.35 ₹9,125.39 Lowest |
| 5.00 | Wet Mix Macadam Providing, 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 | 140.63 | cum | 1,281 ₹1,80,147.03 | 1,500 ₹2,10,945 | 1,011.25 ₹1,42,212.09 Lowest |
| 6.00 | Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 A Using Concrete Mixer | 150 | mtr | 390 ₹58,500 | 546 ₹81,900 | 340.25 ₹51,037.5 Lowest |
| 7.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement:1½coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 133.12 | CUM | 3,940 ₹5,24,492.8 | 5,000 ₹6,65,600 | 3,870 ₹5,15,174.4 Lowest |
| 8.00 | 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 20 mm nominal size derived from natural sources) | 43.5 | cum | 3,778 ₹1,64,343 | 4,400 ₹1,91,400 | 3,260 ₹1,41,810 Lowest |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 330 | sqm | 155 ₹51,150 Lowest | 269 ₹88,770 | 164.15 ₹54,169.5 |
| 10.00 | Total impact of GST for the purpose of CTC | 1 | Nos | 1,97,178.52 ₹1,97,178.52 | 2,55,715.27 ₹2,55,715.27 | 1,82,992.3 ₹1,82,992.3 Lowest |
Tender Value
₹19.1 L
EMD Value
₹23,900
Closing Date
14 Jun 2025, 5:00 pmClosed
Town Administrator, SECL HQ, Bilaspur
Office of Town Administrator, Vasant Vihar Colony, Seepat Road, Bilaspur, CG, PIN-495006. Contact No. 09425530758/09425531210 email - taseclhq(at)gmail.com
Construction of approach Road and Toe wall for Narmada Club, Vasant Vihar Colony (VVC) of SECL HQ, Bilaspur (2nd call ).
2025_SECL_336213_1
SECL/BSP/TA/e-T/2025-26/06 dtd. 26.05.2025
Open Tender
Civil Works - Roads
Item Rate
90 days
Vasant Vihar Colony, SECL HQ, CG
Please refer Tender documents.
3 documents required · 3 mandatory
₹23,900
29 Aug 2025
29 May 2025
16 Jun 2025
29 May 2025
14 Jun 2025
30 May 2025
29 May 2025 - 3 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.
Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 :Plant mix method (with Mechanically crushed stone only)-for grading- II Material
Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 :Plant mix method (with Mechanically crushed stone only)-for grading- III Material
Construction of Embankment with Material Deposited from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
Wet Mix Macadam Providing, 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
Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 A Using Concrete Mixer
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement:1½coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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 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.
Total impact of GST for the purpose of CTC
DILIP KUMAR BANJARE (BID ID -1160197)
RADHIKA AGRO ENTERPRISES (BID ID -1160534)
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