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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance AMBEDKAR PURAM 6 140 AWAS VIKAS SECTOT 6 KANPUR NAGAR | Admitted-Finance |
Tender Value
₹26.2 L
EMD Value
₹1.3 L
Closing Date
7 Feb 2020, 3:00 pmClosed
Project Manager
PROJECT MANAGER, UNIT-8, 19 MARUTIPURAM, FAIZABAD ROAD, LUCKNOW
LABOUR CHARGES FOR CONSTRUCTION OF RETAINING WALL FROM KM. 4.70 TO KM. 4.85 AND FROM KM. 5.95 KM TO KM. 6.23 AT WIDENING AND STRENTHENING OF SERVICE ROAD MAKING PUCCA METALED ROAD JANLA DY. BELAN CANAL DIVISION ALLAHABAD
2020_UPPRC_428712_1
64/PCL/PM/Unit-8/Belan Canal
Open Tender
Manpower Supply
Item Rate
90 days
Prayagraj
LABOUR CHARGES FOR CONSTRUCTION OF RETAINING WALL FROM KM. 4.70 TO KM. 4.85 AND FROM KM. 5.95 KM TO KM. 6.23 AT WIDENING AND STRENTHENING OF SERVICE ROAD MAKING PUCCA METALED ROAD JANLA DY. BELAN CANAL DIVISION ALLAHABAD
2 documents required · 2 mandatory
₹2,950
Project Manager, Unit-8
₹1.3 L
Lucknow
3 Jun 2020
29 Jan 2020
7 Feb 2020
29 Jan 2020
7 Feb 2020
29 Jan 2020
1 Feb 2020
Amount
Excavation work in cutting for foundation of road including all labour, T&P etc required for proper completion of the work.
Excavation other rock by blasting, removing muck and stacking including 1.5m lift and 30.0 m lead etc as UPID SOR Chap. VI item-2+5b+6 as per direction of Engineer-In-Charge.
Earth work with dressing in making embankment by carrying earth from a distance upto 5 km by power transport and laying at proper place in layer of 20 cm thickness campacted mechanically to achieve the dry density of soil more than 97% including cost of watering etc required for proper completion of work as per direction of engineer-in-charge.
Labour charges for laying P.C.C 1:4:8 with coarse sand, cement Stone ballast 20 to 40 mm in size in foundation excluding cost of all materials but including labour. T&P etc required for proper completion of work as per direction of Engineer-In- charge.
Labour charges for Toe wall/Retaining wall at the foot of stone masonary work in 1:3 for protection against sliding and providing stability to road work.
Labour charges for grouted stone pitching in 1:3 CM upto 20 cm thick of shoulder & daula excluding cost of material but including labour,lead & lift etc.
Labour charges for construction of granular sub-base by coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mixer in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORT&H specification clause 401 complete in all respect.
Labour charges for laying, spreading and compacting graded stone aggregate to wet mix macadam 7.5 cm. compacted as per specification including premixing the Material with water at OMC in wet-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 vibraty roller to achieve the desired density complete as per MORT&H specification clause 406 complete in all respect .
Labour charges for stone edging 3" wide and 4 & 4 5 " deep with cost of material labour T&P etc complete
Labour charges for 7.5 cm. compacted layer of WBM Grade-2 with 45-63mm size Stone Balast @ 0.97 m3 / 10 m2 for compacted thickness of 7.5 cm & sand 28% as screening material , complete as per PWD detailed specification no 20.4
Labour charges for applying primer coat with bitumen emulsion on prepared surface of granular base including clearning of road surface and spraying primer at the rate of 0.75 kq/sqm
Labour charges for laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared suracer laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller to achieve the desired complaction as per MORT&H specification clause 504 complete in all respect.
Labour charges for applying tack coat with emulsion using medimum setting emulsion by emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bitumenious surface cleaned with mechanical broom. For S.D.B.C.
Labour charges for laying semi-dense bituminous macadam with 100-120 TPH batch type HMP producing and average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bitumenious binder @ 5 % of mix and filler transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller to achieve the desired complaction as per MORT&H specification clause 508 complete in all respects.
Shifting of matrierals from Central store to at site repair & shifting of Km Stone, Hectometer etc.
S/F of Sign board cauction board Village board etc.
GST extra as applicable
M/S VINOD KUMAR
M/S RAM ASRAY GUPTA CONTRACTOR
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