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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAdmitted-Finance GT ROAD CHIRKUNDA NIRSA MANOJ KHANNA SARISAPAHARI CHIRKUNDA DHANBAD CHIRKUNDA DHANBAD JHARKHAND 828202 INDIA | DHANBAD | JHARKHAND | 828202 | ₹6.6 L | L1 | Admitted-Finance |
| 2 | L2₹6.8 LAdmitted-Finance | ₹6.8 L | L2 | Admitted-Finance |
| 3 | L3₹8.9 LAdmitted-Finance | ₹8.9 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical SALJAN MOHALLA MANGTHAR P O SUNDARDADAR DISTT UMARIA M P | SUNDARDADAR | UMARIA | MADHYA PRADESH | - | - | Rejected-Technical Non submission of PQR documents |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not uploaded the affidavit regarding deployment of equipment as per NIT clause no.5f submitted offline in hard copy |
| Sl No | Description | Qty | Unit | GOLD STAR ENGINEERING SERVICES L2 | M/s AJAY SHRIVAS L3 | Bishnu Transport Co L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation & loading ash inside ash pond with making all arrangement like suitable type of excavator, temporary road with reject coal shell/ other means, dewatering of ash water (if required) inside the ash pond, arrangement to prevant fuggative emission including cost of all labours, T&P, transporation of reject coal shell from yard (6km) etc. complete as per direction of Engineer in-charge and guidlines of MoEF&CC/MPPCB for ash handling. | 30,000 | Cum | 5,70,000 ₹1.0 L | 28,52,700 ₹5.1 L | 12,00,000 ₹2.2 L |
| 2.00Transportation and Unloading :- Transportation of ash from ash dyke-I &II and around area in closed/covered container or any other methods to prevent air pollution during transportation from ash pond to abandoned mine/area at at Kuwanri Stone mines in Down stream side of Ash Dyke-II including unloading, watering if required during unloading of ash through sprinklers or other means to prevent fugitive emission of ash. All works are to be carried out as per norms of MOEF, MP Pollution control Board and GoMP. Quoted rates must be inclusive of cost of labour, equipment and material etc. required to complete the work in all respect as directed by Engineer-in-Charge. | ||||||
| 2.10 | Lead up to 1 K.M. (Ash dyke II) | 30,000 | cum | 18,00,000 ₹90,000 | 3,00,000 ₹15,000 | 16,12,500 ₹80,625 |
| 3.00 | Spreading levelling the dumped ash in wet/dry condition with mechanical/manual means including, watering compaction to density not less than 95% of MDD including cost of machinery T&P, labours , safety appliances etc complete as per direction of Engineer-in -charge. | 30,000 | cum | 9,00,000 ₹1.6 L | 5,70,000 ₹1.0 L | 1,50,000 ₹27,000 |
| 4.00 | Earth cover :- Providing and supplying of sweet soil consisting of sandy loam from approved external borrows areas and /or useful stacked material obtained from stripping. The soil should be free of admixture of stiff clay, refuse, stumps, roots, rock, bushes, weeds or any other material which would be detrimental to the proper development of vegetation growth. The earth cover material shall not contain stone of size 25 mm and over. The loamy top soil shall be of healthy for crops, grass or other plant growth, that is of good quality and reasonably free draining. Earthwork shall be done in layers of 300 mm (before compaction) including cost of all materials, machinery, labour and dressing, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to achieve maximum in–situ dry density 95% of MDD at OMC of the material found out as per IS 2720 (Part VII) using suitable machinery, such as, sheep foot roller/vibratory compactors, all leads and lift etc. complete as per tender specification, drawing and as directed by the Engineer-in-charge as per relevant guide lines of MoEF&CC/ MPPCB for ash filling in low lying area. | 4,500 | cum | 5,17,500 ₹93,150 | 4,32,000 ₹77,760 | 3,15,000 ₹56,700 |
| 5.00 | Excavation in all kind of soft/loose/ hard/dense soils, moorum & moorum mixed with boulders and mud by mechanical/manual mean including loading in tippers, cutting according to required grade and profile, and transporting the same upto desire location with are lifts & lead upto 1 Km. dressing. Sorting the vegetations etc. complete as per direction of Engineer- in - charge. | 130 | Cum | 6,500 ₹1,170 | 32,110 ₹5,779.80 | 39,000 ₹7,020 |
| 6.00 | Excavation in ordinary/soft by mechanical/manual mean as per desire profile and disposal of excavated material with lead of 200 m etc complete. | 200 | Cum | 16,000 ₹2,880 | 46,000 ₹8,280 | 40,000 ₹7,200 |
| 7.00 | Providing and laying M-10 grade nominal mix (1:3:6) Plain Cement Concrete with 40mm nominal graded stone aggregate including cost of formwork, cleaning, levelling, vibrating, finishing, curing ,packing joints of shuttering etc. complete. Up to plinth level. | 100 | Cum | 3,70,000 ₹66,600 | 2,50,000 ₹45,000 | 4,00,000 ₹72,000 |
| 8.00 | Providing and laying M-10 grade nominal mix (1:3:6) Plain Cement Concrete with 40mm nominal graded stone aggregate including cost of formwork, cleaning, levelling, vibrating, finishing, curing ,packing joints of shuttering etc. complete. Above plinth level. | 200 | Cum | 8,00,000 ₹1.4 L | 6,00,000 ₹1.1 L | 8,00,000 ₹1.4 L |
| 9.00 | Earth work for embankment using selected soil from near by borrow area including excavation, transportation(1 K.M. to 1.5 K.M.) including spreading of soil in layers of 250 to 300 mm thickness (before compaction) sorting out of Vegetation & other foreign materials, breaking clods, watering and compacting with 6 to 8 tonne Vibratory roller to achieve maximum dry density at OMC etc with cost of all T&P labour, materials with all leads & lifts etc. complete as per direction as per of Engineer-in-charge. | 50 | cum | 5,500 ₹990 | 25,000 ₹4,500 | 1,50,000 ₹27,000 |
Updated dates
Tender Value
₹64.1 L
EMD Value
₹1.3 L
Closing Date
2 Jan 2026, 3:30 pmClosed
SE PnW
SE PnW
Tender for filling of of low lying area at Kunwari Stone Mine in downstream of Ash Dyke Phase II at SGTPS Birsinghpur Distt Umaria MP
2024_MPPGC_357937_1
SEC/BRS/701
Open Tender
Miscellaneous Works
270 days
SGTPS Birsinghpur
As per NIT
20 documents required · 20 mandatory
₹2,000
Yes
₹1.3 L
Yes
30 Jan 2026
25 Nov 2025
5 Jan 2026
25 Nov 2025
2 Jan 2026
25 Nov 2025
Excavation & loading ash inside ash pond with making all arrangement like suitable type of excavator, temporary road with reject coal shell/ other means, dewatering of ash water (if required) inside the ash pond, arrangement to prevant fuggative emission including cost of all labours, T&P, transporation of reject coal shell from yard (6km) etc. complete as per direction of Engineer in-charge and guidlines of MoEF&CC/MPPCB for ash handling.
Lead up to 1 K.M. (Ash dyke II)
Spreading levelling the dumped ash in wet/dry condition with mechanical/manual means including, watering compaction to density not less than 95% of MDD including cost of machinery T&P, labours , safety appliances etc complete as per direction of Engineer-in -charge.
Earth cover :- Providing and supplying of sweet soil consisting of sandy loam from approved external borrows areas and /or useful stacked material obtained from stripping. The soil should be free of admixture of stiff clay, refuse, stumps, roots, rock, bushes, weeds or any other material which would be detrimental to the proper development of vegetation growth. The earth cover material shall not contain stone of size 25 mm and over. The loamy top soil shall be of healthy for crops, grass or other plant growth, that is of good quality and reasonably free draining. Earthwork shall be done in layers of 300 mm (before compaction) including cost of all materials, machinery, labour and dressing, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to achieve maximum in–situ dry density 95% of MDD at OMC of the material found out as per IS 2720 (Part VII) using suitable machinery, such as, sheep foot roller/vibratory compactors, all leads and lift etc. complete as per tender specification, drawing and as directed by the Engineer-in-charge as per relevant guide lines of MoEF&CC/ MPPCB for ash filling in low lying area.
Excavation in all kind of soft/loose/ hard/dense soils, moorum & moorum mixed with boulders and mud by mechanical/manual mean including loading in tippers, cutting according to required grade and profile, and transporting the same upto desire location with are lifts & lead upto 1 Km. dressing. Sorting the vegetations etc. complete as per direction of Engineer- in - charge.
Excavation in ordinary/soft by mechanical/manual mean as per desire profile and disposal of excavated material with lead of 200 m etc complete.
Providing and laying M-10 grade nominal mix (1:3:6) Plain Cement Concrete with 40mm nominal graded stone aggregate including cost of formwork, cleaning, levelling, vibrating, finishing, curing ,packing joints of shuttering etc. complete. Up to plinth level.
Providing and laying M-10 grade nominal mix (1:3:6) Plain Cement Concrete with 40mm nominal graded stone aggregate including cost of formwork, cleaning, levelling, vibrating, finishing, curing ,packing joints of shuttering etc. complete. Above plinth level.
Providing & installation of adequate fencing/ barricading /green dust net where ever required to prevent entry at cattles / line stock also includes repair & maintenance of existing barricading complete as directed of Engineer-in charge.
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