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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance MAJOR STORE CHOWK TADOBA ROAD URJANAGAR WARD NO 1 CHANDRAPUR 442404 | CHANDRAPUR | MAHARASHTRA | 442404 | Admitted-Finance |
| 2 | Admitted-Finance PLOT NO 7 PIONEER SOCIETY SWAVALAMBI NAGAR NAGPUR 440022 | NAGPUR | MAHARASHTRA | 440022 | Admitted-Finance |
Tender Value
₹66.9 L
EMD Value
₹1.3 L
Closing Date
28 Mar 2020, 5:30 pmClosed
EE NHD Gadchiroli
PWD Campus Potegaon Road Gadchiroli
FLOOD DAMAGE REPAIR TO MINOR BRIDGE Ch. 32.200 AND BOTH SIDE APPROACHES OF BRIDGES Ch. 37.100 40.600 ON CHANDRAPUR BAMNI RAJURA WARUR LAKKADKOT STATE BORDER ROAD NH930D IN SECTION RAJURA TO LAKKADKOT IN THE STATE OF MAHARASHTRA. IInd Call
2020_MoRTH_550701_2
32/EE/NHD/GAD/641/2 Dt. 05.03.2020
Open Tender
Civil Works - Roads
Item Rate
Rajura
As per tender document
2 documents required · 2 mandatory
₹1,120
GM MoRTH
₹1.3 L
9 Apr 2020
19 Mar 2020
31 Mar 2020
19 Mar 2020
28 Mar 2020
19 Mar 2020
19 Mar 2020 - 28 Mar 2020
Amount
Dismantling of existing B.T.Surface (flexible Pavement)to a depth of 50mm. Manually including loading of dismantled material to transport vehicle at site excluding lead charges
Excavation for roadway in earth,soil of all sorts,sand,gravel or soft murum including dressing section to the required grade,camber and side slope sand conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material
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. Laying By Grader/Paver.
DENSE BITUMINOUS MACADAM:--Providing and laying dense bituminous macadam using crushed aggregate of grading 1, premixed with bituminous binder Bitumen of specified grade,@ 4.50 % by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 76/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27-2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver, and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade with stone dust filler (VG-30 bulk bitumen rates are considered to arrive at rates)
BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)
Supplying hard murum/ kankar at the road site, including conveying and stacking, Spreading in uniform layer, Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.
Providing and fixing in position Guard Railing as per Drg.No.15 TypeC dt.20-4-79, with 3 rows of 50mmdia.G.I. pipe 30cm apart and fixed in M.S.channels of section 125x65x6mm spaced 2.5C/c 1:2:4c.c. bedding of size 45x30cm. as per detailed drawing, with 3 coats of approved yellow and black paint including necessary excavation in any strata.
Excavation for catch/side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.
Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. Upto 1.50m lift Normal Rate
Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. 1.50m to 3.00m lift, Add 10%
Providing and laying in situ / ready mix / ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand)
Providing and laying in situ / ready mix M-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in main/ cross girders, diaphrams etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.
Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material)
Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications etc. complete. (by stone/boulder)
Providing RCC parapet with CC M20 of trap/ granite/ quartzite/ gneiss metal with cast in situ/precast panels as per the detailed drawing including reinforcement, scaffolding, centering, formwork, compacting, finishing and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer) fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )
Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.
M/s Shree Sai Construction Company
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