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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.5 CrAdmitted-Finance A1 TP NAGAR SHYAMA ENCLAVE TP NAGAR VILLAGE TOWN KORBA CITY KORBA KORBA CHHATTISGARH 495677 INDIA | KORBA | CHHATTISGARH | 495677 | L1 | Admitted-Finance | |
| 2 | L2₹34.0 Cr+₹5.5 Cr (19.5%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | Rejected-Technical 289 SWAMIJI SARANI 2ND FLOOR TWIN TOWER BLOCK B KALINDI KOLKATA 700048 | KOLKATA | KOLKATA | WEST BENGAL | 700048 | - | Rejected-Technical QR non-Compliant | |
| 4 | Rejected-Technical | - | Rejected-Technical QR non-Compliant | |
| 5 | Rejected-Technical 2ND FLOOR ULUBARI G S ROAD GUWAHATI ASSAM 781007 | GUWAHATI | KAMRUP METROPOLITAN | ASSAM | 781007 | - | Rejected-Technical QR non-Compliant |
| Sl No | Description | Qty | Unit | prasad AND company project works L2 | JPW INFRATECH PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00TOPOGRAPHICAL SURVEY | |||||
| 1.01 | Topographical survey of project area / site levelling area as per tender drawing for site levelling works, showing all permanent features/objects, carrying the Bench Mark (up to 5 Kms.) from existing plant area / nearest available source and establishing at suitable locations and detail survey by taking spot levels on an average at 25 m intervals, constructing bench marks, preparation of survey maps indicating grid lines, contour lines at 0.5 m intervals and furnishing soft/digital copy in AutoCAD and pdf format of various drawings as per specifications.
Note: Topographical survey shall be completed prior to start of excavation/ filling/ site levelling work. | 260 | acres | 36,000 ₹1,10,44,800 | 1,845 ₹5,66,046 Lowest |
| 2.00SITE LEVELLING WORKS | |||||
| 2.01 | Earthwork in excavation in All Kinds of Soil within site levelling boundary and using selected excavated soil for Filling for site levelling works within levelling boundary, including clearing of excavation and filling areas as per technical specification for 'Site Clearance', full compensation for excavation/cutting in soil, loading, transportation, disposing un-suitable material within site levelling boundary and unloading of suitable materials to filling site, loosening, breaking lumps, laying and spreading in layers of compacted thickness of 300mm, compacting to 95% or more of Standard Proctor's maximum dry density, including trimming/cutting of slopes & bottom in cutting/filling area, dressing to the required slopes/shapes and levels, removal/bailing out rain/surface/subsoil water from the excavation and filling sites, excavation of soil below subsoil water level, dewatering including pumping, removal of slush as per requirements, sampling and testing, compaction trials, setting out and making profiles, establishment and protection of reference pillars, all leads and lifts in respect of excavation, filling, transportation and placement of fill material, recording of measurements, etc. and providing all duties, taxes, labour, materials, tools, equipment, safeguards and incidental expenses complete as per specifications, drawings and directions of the Engineer.
Note: The payments for such works shall be based on volume in cutting only. | 4,50,000 | Cu.M. | 135 ₹7,16,85,000 | 123 ₹6,53,13,000 Lowest |
| 2.02 | Earthwork in excavation in All Kinds of Soil, deposited ash, deposited coal etc. within site levelling boundary for site levelling work and disposal of excavated Soil, ash, coal etc in area within or outside the site leveling boundary as identified by the Owner, including clearing of excavation areas as per technical specification for 'Site Clearance', full compensation for excavation/cutting in soil, ash, coal etc. trimming bottom and slopes of excavation, loading, transportation and unloading of materials to disposal site, including the cost of lead upto 5 kms. and all lifts in respect of excavation, disposal, transportation and placement of disposal materials within/outside the site levelling boundary, dressing to the required slopes/ shapes, levels and profiles, bailing out rain/surface/sub-soil water (dewatering including pumps) from the excavation and disposal sites, excavation below subsoil water level, removal of slush as per requirements, providing all labour, materials, tools, equipment, safeguards and incidentals as per specifications, drawings and directions of the Engineer.
Note: The payments for such works shall be based on volume in cutting only. | 5,30,000 | Cu.M. | 144 ₹9,00,57,600 | 135.3 ₹8,46,16,620 Lowest |
| 2.03 | Earthwork in excavation in Ordinary Rock within site levelling boundary for site levelling work and disposal of excavated rock in area within or outside the site leveling boundary as identified by the owner, including clearing of excavation areas as per technical specification for 'Site Clearance', full compensation for excavation/cutting in rock, trimming bottom and slopes of excavation, loading, transportation and unloading of materials to disposal site, including the cost of lead upto 5 kms. and all lifts in respect of excavation, disposal, transportation and placement of disposal materials within/outside the site levelling boundary, dressing to the required slopes/ shapes, levels and profiles, bailing out rain/surface/sub-soil water (dewatering including pumps) from the excavation and disposal sites, excavation below subsoil water level, removal of slush as per requirements, providing all labour, materials, tools, equipment, safeguards and incidentals as per specifications, drawings and directions of the Engineer.
Notes:
a) Measurement and payment for such works shall be based on volume of rock in excavation /cutting only.
b) In ordinary rock blasting operations shall not be generally adopted. However, the contractor may resort to blasting with the permission of the Engineer but nothing extra shall be paid for such blasting operations. | 2,10,000 | Cu.M. | 333 ₹8,25,17,400 | 172.2 ₹4,26,71,160 Lowest |
| 2.04 | Earthwork in excavation in Hard Rock (requiring controlled blasting) within site levelling boundary for site levelling work and disposal of excavated rock in area within or outside the site leveling boundary as identified by the owner, including full compensation for excavation/cutting in rock, trimming bottom and slopes of excavation, loading, transportation and unloading of materials to disposal site, including the cost of lead upto 5 kms. and all lifts in respect of excavation, disposal, transportation and placement of disposal materials within/outside the site levelling boundary, dressing to the required slopes/ shapes, levels and profiles, bailing out rain/surface/sub-soil water (dewatering including pumps) from the excavation and disposal sites, excavation below subsoil water level, removal of slush as per requirements, providing all labour, materials, tools, equipment, safeguards and incidentals as per specifications, drawings and directions of the Engineer.
Notes:
a) Measurement and payment for such works shall be based on volume of rock in excavation /cutting only.
b) The difference in levels after blasting shall not be more than +/- 100mm with respect to those specified in ‘Released for Construction drawings’. Bidder’s quoted rate shall include for the same.
Under-cut/Over-cut beyond +/- 100mm shall not be considered for measurement and payment purposes. | 2,10,000 | Cu.M. | 342 ₹8,47,47,600 Lowest | 369 ₹9,14,38,200 |
Tender Value
Refer Docs
EMD Value
₹30.1 L
Closing Date
2 Sept 2024, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Sr. General Manager, C and M Department
3rd floor, CandM Deptt.,DVC TOWERS, KOLKATA-700054
SITE LEVELLING PACKAGE FOR RAGHUNATHPUR THERMAL POWER STATION PHASE-II (2X660MW)
2024_DVC_202377_1
DVC/C and M/ENGINEERING/RTPS PHII/EPC/ CIVIL_ SL
Open Tender
Miscellaneous Works
Item Rate
300 days
RTPS, DVC
Please refer Tender documents.
15 documents required · 15 mandatory
₹35,000
DAMODAR VALLEY CORPORATION
₹30.1 L
3rd Floor, C and M Department, DVC HQ,KOL-700054
18 Oct 2024
24 Jul 2024
3 Sept 2024
24 Jul 2024
2 Sept 2024
24 Jul 2024
24 Jul 2024 - 7 Aug 2024
7 Aug 2024
Amount
TOPOGRAPHICAL SURVEY
Topographical survey of project area / site levelling area as per tender drawing for site levelling works, showing all permanent features/objects, carrying the Bench Mark (up to 5 Kms.) from existing plant area / nearest available source and establishing at suitable locations and detail survey by taking spot levels on an average at 25 m intervals, constructing bench marks, preparation of survey maps indicating grid lines, contour lines at 0.5 m intervals and furnishing soft/digital copy in AutoCAD and pdf format of various drawings as per specifications. Note: Topographical survey shall be completed prior to start of excavation/ filling/ site levelling work.
SITE LEVELLING WORKS
Earthwork in excavation in All Kinds of Soil, deposited ash, deposited coal etc. within site levelling boundary for site levelling work and disposal of excavated Soil, ash, coal etc in area within or outside the site leveling boundary as identified by the Owner, including clearing of excavation areas as per technical specification for 'Site Clearance', full compensation for excavation/cutting in soil, ash, coal etc. trimming bottom and slopes of excavation, loading, transportation and unloading of materials to disposal site, including the cost of lead upto 5 kms. and all lifts in respect of excavation, disposal, transportation and placement of disposal materials within/outside the site levelling boundary, dressing to the required slopes/ shapes, levels and profiles, bailing out rain/surface/sub-soil water (dewatering including pumps) from the excavation and disposal sites, excavation below subsoil water level, removal of slush as per requirements, providing all labour, materials, tools, equipment, safeguards and incidentals as per specifications, drawings and directions of the Engineer. Note: The payments for such works shall be based on volume in cutting only.
Earthwork in excavation in Ordinary Rock within site levelling boundary for site levelling work and disposal of excavated rock in area within or outside the site leveling boundary as identified by the owner, including clearing of excavation areas as per technical specification for 'Site Clearance', full compensation for excavation/cutting in rock, trimming bottom and slopes of excavation, loading, transportation and unloading of materials to disposal site, including the cost of lead upto 5 kms. and all lifts in respect of excavation, disposal, transportation and placement of disposal materials within/outside the site levelling boundary, dressing to the required slopes/ shapes, levels and profiles, bailing out rain/surface/sub-soil water (dewatering including pumps) from the excavation and disposal sites, excavation below subsoil water level, removal of slush as per requirements, providing all labour, materials, tools, equipment, safeguards and incidentals as per specifications, drawings and directions of the Engineer. Notes: a) Measurement and payment for such works shall be based on volume of rock in excavation /cutting only. b) In ordinary rock blasting operations shall not be generally adopted. However, the contractor may resort to blasting with the permission of the Engineer but nothing extra shall be paid for such blasting operations.
Earthwork in excavation in Hard Rock (requiring controlled blasting) within site levelling boundary for site levelling work and disposal of excavated rock in area within or outside the site leveling boundary as identified by the owner, including full compensation for excavation/cutting in rock, trimming bottom and slopes of excavation, loading, transportation and unloading of materials to disposal site, including the cost of lead upto 5 kms. and all lifts in respect of excavation, disposal, transportation and placement of disposal materials within/outside the site levelling boundary, dressing to the required slopes/ shapes, levels and profiles, bailing out rain/surface/sub-soil water (dewatering including pumps) from the excavation and disposal sites, excavation below subsoil water level, removal of slush as per requirements, providing all labour, materials, tools, equipment, safeguards and incidentals as per specifications, drawings and directions of the Engineer. Notes: a) Measurement and payment for such works shall be based on volume of rock in excavation /cutting only. b) The difference in levels after blasting shall not be more than +/- 100mm with respect to those specified in ‘Released for Construction drawings’. Bidder’s quoted rate shall include for the same. Under-cut/Over-cut beyond +/- 100mm shall not be considered for measurement and payment purposes.
prasad AND company project works (BID ID -736273)
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