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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.1 CrAdmitted-Finance 1 513 VIDHYADHAR NAGAR JAIPUR 302039 RAJASTHAN | JAIPUR | RAJASTHAN | 302039 | ₹18.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹19.4 CrAdmitted-Finance | ₹19.4 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical 404 405 GOMATI APT 4TH FLOOR LAW COLLEGE SQ WHC RD DHARAMPETH NAGPUR | NAGPUR | MAHARASHTRA | 440001 | - | - | Rejected-Technical Technically Not Qualified. |
| 4 | Rejected-Technical PLOT NO 96 PAWANBHUMI WARDHA ROAD SOMALWADA NAGPUR 440025 | NAGPUR | NAGPUR | MAHARASHTRA | 440025 | - | - | Rejected-Technical Technically Not Qualified. |
| 5 | Rejected-Technical SP SADAN BEHIND CHOTI MASJID GANDHI CHOWK SADAR NAGPUR 440001 | NAGPUR | NAGPUR | MAHARASHTRA | 440001 | - | - | Rejected-Technical Technically Not Qualified. |
Updated dates
Tender Value
₹18.1 Cr
EMD Value
₹9.1 L
Closing Date
28 Jan 2026, 2:00 pmClosed
Superintending Engineer NMRDA
Superintending Engineer (NMRDA) , Station road, Sadar,Nagpur
Construction of WBM of DP Road from Outer Ring road Kh. No. 52 Mz. Adyali to Mz. Pachgaon including 2 Bridges.
2026_NMRDA_1270679_1
e-Tender Notice No. 33/2025-26
Open Tender
Civil Works
395 days
Nagpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹25,000
₹9.1 L
24 Feb 2026
21 Jan 2026
29 Jan 2026
21 Jan 2026
28 Jan 2026
21 Jan 2026
Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.)
Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 to 3.0m.)
Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.
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.
Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.
Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand
Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for steps including steel centering, plywood/steel formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand
Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.)
Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand
Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand
Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand
Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand
Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
Providing fly ash brick masonry with conventional / I.S. type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete.
Providing internal cement plaster 12mm thick in single coat in cement mortar 1:5 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.
Providing internal cement plaster 20mm thick in two coats in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete
Providing fine cement finish 1.5 mm thick over green plaster surface including scaffolding curing etc. complete.
Providing and laying concrete pipes of I.S.NP. class of 225mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.
Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
Providing and laying cement concrete pipe of IS 458:2003 NP-4 class of 1200mm diameter in proper line, level and slope etc. complete.
Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
Spreading hard murum for side width etc. complete
Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading I (Using Screening Type A (13.2) mm Aggregate)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 mm) Aggregate)
Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW ,taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line , encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain New Alignment
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
Dismantling brick masonry in lime or cement mortar and stacking the materils as directed with all leads, lifts etc.
Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.
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.
a) Upto 1.50m lift Normal Rate
b) 1.50m to 3.00m lift, Add 10%
Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.
a) Upto 1.50m lift Normal Rate
b) 1.50m to 3.00m lift, Add 10%
Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.
a) Upto 1.50m lift Normal Rate
b) 1.50m to 3.00m lift, Add 10%
Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)
Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
Providing and laying in situ / ready mix controlled grade of M25 of trap /granite /quartzite /gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing 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 fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), excluding reinforcement)
Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by sandy material)
Providing tar paper bearing including laying in proper position etc. complete.
Providing and laying in situ / ready mix M-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab 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.
Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.
Providing RCC railing of cast in situ / ready mix RCC posts with M20 CC of trap/ granite/ quartzite/ gneiss metal for horizontal and vertical members as per detailed drawings including reinforcement, scaffolding, centering, formwork, compaction, finishing and curing with watering chemical compound etc. complete. (fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )
Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.
Providing and filling sand in foundation trenches / below Raft as per drawing and technical specifications etc. complete. (Coarse Sand and Gravel )
Providing and laying in situ / ready mix M-35 controlled reinforced cement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) etc. complete. (excluding reinforcement). a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) .
Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.
Providing and laying in situ / ready mix M-35 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required specifications ( 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.
Providing and laying in situ / ready mix M-35 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (a) Height upto 5 M. (With Concrete Mixer)With 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.
Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed.
Construction of stone masonry curtain wall in cement mortar 1:3 as per drawings and technical specifications etc. complete.
Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt)
PROVIDING AND FIXING OF RCC STORM WATER DRAIN GRILL OF SIZE0.90x0.75x0.125 IN CONCRETE GRADE OF M-20 TABLE VIBRATED AND WELDED REINGORCEMENT (M.S.STEEL OF 10MM DIA.) AS PER DRAWING AND DESIGN INCLUDING CARTING AND LABOUR AS DIRECTED. CHAMBERS 750X900MM
Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA
Providing and laying cast in situ / ready mix M35 RCC for 1050 mm diameter bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement, compaction of concrete and withdrawal of steel shell with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete.with fine agreegates of required specifications ( VSI sand finely washed etc ) i) Add 30% extra for depth 5 to 10 m ii) Add 40% extra for depth 10 to 15 m iii) Add 60% extra for depth 15 to 20 m iv) Add 100% extra for depth above 20 m
UP TO 5.0 M,
UP TO 5.0 M, TO 10.0 M.
UP TO 10.0 M, TO 15.0 M.
UP TO 15.0 M, TO 20.0 M.
Providing, placing and driving in position 6mm thick permanent MS liner up to required depth with 12 mm thick MS cutting edge of 0.50 meter length of bottom including fabricating, cutting the MS sheet to required diameter and shape, welding the joints and driving with the help of required machineries, all materials, labour and lift etc. complete.
Transporation of all types of material upto 2 km loading & unloading including all labour etc completed.
FixinginpositionCautionary/MandatorysignboardsingroundwithCC1:4:8blockof60cm x 60cm x 75cm size etc. complete as directed including all leads.
FixinginpositionRoadJunction/InformatorySignBoardingroundwithC.C.1:4:8blockof 60cm x 60cm x 75cm size including all leads complete.
SupplyingM.S.Angleironframeforinformatorysignboardsofsize35mmx35mmx3mmweldedandmakingneccesaryholesrequiredforfixingandpaintedwithonecoatofepoxyprimerandtwocoatsepoxyfinishpaintetc.complete.Spec.No.:AsperIRC-67,and M.O.R.T. and H. Circular No. RW/NH-33023/31/88 D.O.III Dated 2-5-1994
ProvidingandfixingCautionary/WarningsignboardsinEquilateralTrianglesizeof____mmmadeoutof___mmaluminumsheetbondedwithwhiteretroreflectivesheetingofClassB(TypeIVHighintensitymicro-prismaticgradesheeting-HIP)havingpressuresensitive/heatactivatedadhesiveretoreflectivespecifiedbackground,borderandbacksideretoreflctivesymbols,letters,numerals,arrowasperIRC:67-2012TableNo8.3Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with greystoveenamelpaintandsupportedononeno.ofM.S.angleironpostofsize65mmX65mmX6mm,3.45mlong,dulypaintedwithwithflatoilpainthavingalternateblackandwhitebandsof25cmwidthincludingG.I.fixturesetc;fixingtheboardsinM25gradeconcreteblockofsize60cmX60cmX75cmincludingtransportationetc;complete.ClassB(TypeIVHighintensitymicro-prismaticgradesheeting-HIP)shallhave7yearswrittenwarrantyfromthemanufacturerandauthoriseddistributor/convertorissuedforfieldperformanceincludingthescreenprintedareasandcut-outsheetingandcut-outdurabletransparentoverlayfilmandthiswarrantycertificateinoriginalshouldbesubmitted to the Engineer in charge by the contractor/supplier
ProvidingandfixingCautionary/WarningsignboardsinEquilateralTrianglesizeof_____mmmadeoutof____mmaluminumsheetbondedwithwhiteretroreflectivesheetingofClassC(TypeXIMicroprismaticgradesheeting)havingpressuresensitive/heatactivatedadhesiveretoreflectivespecifiedbackground,borderandbacksideretoreflctivesymbols,letters,numerals,arrowasperIRC:67-2012TableNo8.3Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with greystoveenamelpaintandsupportedononeno.ofM.S.angleironpostofsize65mmX65mmX6mm,3.45mlong,dulypaintedwithwithflatoilpainthavingalternateblackandwhitebandsof25cmwidthincludingG.I.fixturesetc;fixingtheboardsinM25gradeconcreteblockofsize60cmX60cmX75cmincludingtransportationetc;complete.ClassC(TypeXIMicroprismaticgradesheeting)shallhave10yearswrittenwarrantyfromthemanufacturerandauthoriseddistributor/convertorissuedforfieldperformanceincludingthescreenprintedareasandcut-outsheetingandcut-outdurabletransparentoverlayfilmandthiswarrantycertificateinoriginalshouldbesubmittedtothe Engineer in charge by the contractor/supplier.
Providingandfixingofretro-reflectorisedinformatorysignboardrectangular/Squareinshapehavingarealessthan0.9OneSquareMeterrmadeoutof____mmaluminumsheetbondedwithwhiteretroreflectivesheetingofClass__(TypeIVHighintensitymicro-prismaticgradesheeting-HIP)havingpressuresensitive/heatactivatedadhesiveretoreflectivespecifiedbackground,borderandbacksideretoreflctivesymbols,letters,numerals,arrowasperIRC:67-2012TableNo8.3,supportedwithbacksupportframe25mmx25mmx3mm,dulypaintedonbacksidewithtwocoatsofgreystoveenamelpaintandsupportedononeno.mildsteelangleironpost75mmx75mmx6mm,3.5mtlongfirmlyfixedtothegroundbymeansofproperlydesignedfoundationwithM25gradecementconcrete45cmx45cmx60cm,60cmbelowgroundlevelasperapproveddrawingTheangleironpostshallbedulypaintedwithonecoatofepoxyprimerandtwocoatsofepoxyfinishpaintshavingalternateblackandwhitebandsof25cmwidthincludingGIfixuresandtransportationetc.complete.Thenutboltsofboardwithangleironpost/supportingstructureafterfixingatsitehastobeelectricallywelded.ClassB(TypeIVHighintensitymicro-prismaticgradesheeting-HIP)sheetingshallhave7yearswrittenwarrantyfromthemanufacturerandauthoriseddistributor/convertorissuedforfieldperformanceincludingthescreenprintedareasandcut-outsheetingandcut-outdurabletransparentoverlayfilmandthiswarrantycertificateinoriginalshouldbesubmitted to the Engineer in charge by the contractor/supplier.
Providingandfixingboarddisplayinginformation,suchas'Nameofwork,Tendercost,NameofContractor,Workcompletionandliabilityperiodetc',havingrectangularshapeof1.20mx0.90msizemadeout18gauge(1.25mm)thickmildsteelsheetpaintedwithonecoatofZincchromatestovingprimerandtwocoatsofenamelpaintonfrontsideandgreystoveenamelonbacksideandborder/messages/symbolsetc.withapprovedcolourshadepaintcomplete,onM.S.angleofsize35x35x3mmframewithproperlycrossbracedM.S.anglesofsize35mmx35mmx3mmdulypaintedincludingTwoM.S.angleironpostsofsize65mmx65mmx6mm,3.65mlongpaintedwithalternateblackandwhitebandsof25cmwidthincludingallfixturesetc.andfixingtheboardsin1:4:8concreteblockofsize60cmx60cmx75cmincluding,excavation,refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge
Providing RCC parapet with CC M20 of trap/granite/quartzite/gneiss metal with cast in situ/precas tpanel as per the detailed drawing including reinforcement, scaffolding,centering,formwork,compacting,finishingandcuringetc.complete.(withfullyautomaticmicroprocessorbasedPLCwithSCADAenabledconcretebatchmixplant/panmixer)fineagreegatesofrequiredspecifications(Naturalsand / VSI sand finely washed etc )
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