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Tender For 3. Strengthening Black Topping Of Tondapur To Hadola With Cc Gutter And Cd Work Km 0/000 To 1/500.Road.( Vr-148 ).And Strengthening And Black Toping Of Betavad Bk To Lonvadi Road (Vr- 181) With Water Disposal Work 0/00 To 1/00 Tal. Jamne, jalgaon-Maharashtra

Rural Development Department has published Tender For 3. Strengthening Black Topping Of Tondapur To Hadola With Cc Gutter And Cd Work Km 0/000 To 1/500.Road.( Vr-148 ).And Strengthening And Black Toping Of Betavad Bk To Lonvadi Road (Vr- 181) With Water Disposal Work 0/00 To 1/00 Tal. Jamne. Submission Date for this Tender is 17-03-2023. Road Work Tenders in jalgaon Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

36600775
Corrigendum : Tender For 3. Strengthening Black Topping Of Tondapur To Hadola With Cc Gutter And Cd Work Km 0/000 To 1/500.Road.( Vr-148 ).And Strengthening And Black Toping Of Betavad Bk To Lonvadi Road (Vr- 181) With Water Disposal Work 0/00 To 1/00 Tal. Jamne
Open Tender
Indian
Maharashtra
jalgaon
17-03-2023

Tender Details

Tender For 3. Strengthening Black Topping Of Tondapur To Hadola With Cc Gutter And Cd Work Km 0 / 000 To 1 / 500.Road. ( Vr-148 ) .And Strengthening And Black Toping Of Betavad Bk To Lonvadi Road ( Vr- 181 ) With Water Disposal Work 0 / 00 To 1 / 00 Tal. Jamner. Dist. Jalgaon

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 13-Mar-2023 Extend for 2nd Call Date 17-03-2023

Key Value

Document Fees
INR 16500 /-
EMD
INR 165000.0 /-
Tender Value
INR 1.63 Crore /-

BOQ Items

Name of Work :- STBT Of Tondapur to Hadola With CC Gutter & CD WorkKm 0/000 to 1/500.Road.( VR-148 ).And Strengthening And Black Toping of Betavad Bk to LonvadiRoad (VR- 181) with water Disposal work0/00 to 1/00Tal. Jamner. Dist. Jalgaon
Sl. No. Item Description
1Excavation 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.
2Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements)a)80 mm Metal, By breaking rubble obtained by blasting.(Hand broken). with prior approval of concerned Superitending Engineer.
3Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements)a)40 mm Metal, By breaking Boulders (Hand broken).
4Spreading80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .
5Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.
6Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
7Supplying soft murum at the road site, including conveying and stacking complete.
8Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
9Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.
10Providing and constructing 50 mm. thick ModifiedPenetration Macadam (MPM)road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying thebitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting withstatic roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506etc. complete.Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates)
11Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates)
12Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder 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 but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)
13Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified gradepreparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates)
14Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removingtheexcavatedmaterialuptoadistanceof50m.beyondthebuildingareaand stackingandspreadingasdirected,dewatering,preparingthebedforthefoundationand necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means
15ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-10oftrap/granite/ quartzite/gneissmetalforfoundationandbeddingincludingbailingoutwater,Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishingifrequiredandcuringcomplete,withfullyautomaticmicroprocessor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Crushed sand VSI Grade)
16Providing and laying Cast in situ/Ready Mixcement concrete in M15 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting,rougheningthemifspecialfinishistobeprovided,finishingunevenand 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 bygunnybag,plastic,tarpaulinetc.(Woodencenteringwillnotbeallowed.),withfully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concreteBatchmixplant(Panmixer)etc.complete.Withfineaggregate(Crushed sand VSI Grade)
17ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-20oftrap/granite/ quartzite/ gneiss metal for R.C.C.slabs andlandingsasper detaileddesigns anddrawings including steel 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 fine aggregate (Crushed sand VSI Grade)
18Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C.pilecaps,footings,foundations,slabs,beamscolumns,canopies,staircase,newels, chajjas,lintelspardis,copings,fins,archesetc.asperdetaileddesigns,drawingsand schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
19Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
20Providing and fixing board displaying information, such as "Name of work, Tender cost, Name of Contractor, Work completion and liability period etc", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge
21Shooting of still photographs outdoor and indoor of construction and other works of building, bridges, roads, etc. in District and outside dist. at any distances. ii) a set of same three copies of 4" X 6" Size
22Add GST Charges (Ax12%)
23Add Labour Insurance (Ax0.1%)
24Excavation 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. By Manual Means. ( Item used only when Quantity is below 10 Cu.m.) (SSRItem 86 )
25Clearing 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.(SSRItem 85 )
26Excavation 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.(SSRItem92 )
27Providingdry/trap/granite/quartzite/gneissrubblestonesoling15cmto20cmthick including hand packing and compacting etc. complete.(SSRItem 752)
28.ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-10oftrap/granite/ quartzite/gneissmetalforfoundationandbeddingincludingbailingoutwater,Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishingifrequiredandcuringcomplete,withfullyautomaticmicroprocessor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Crushed sand VSI Grade).(SSRItem 827)
29Providing cast in situ / ready mix M10 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 with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 4.05 bags/cumt)
30Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 1200 mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
31ProvidingandlayinginsitucementconcreteM30withtremixtreatmentfor200mm thicknessforflooringwithgroovecuttingof4mmwideand20mmdeepwithnecessary refilling with bitumenetc. complete..(SSRItem1018 )
32Providing and laying Cast in situ/Ready Mixcement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/pumping, compacting,rougheningthemifspecialfinishistobeprovided,finishingunevenand 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 bygunnybag,plastic,tarpaulinetc.(Woodencenteringwillnotbeallowed.),withfully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concreteBatchmixplant(Panmixer)etc.complete.Withfineaggregate(Crushed sand VSI Grade) (SSRItem828 )
33Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)80 mm Metal, By breaking Boulders (Hand broken).(SSR Item 1769)
34Supplyingtrap/granite/quartzite/gneissstonemetalofrequiredsizebybringingtheboulders/Rubbleattheroadsidebreakingthemtorequiredgradationincludingconveyingtheboulders/Rubbleandstackingthebrokenmetaletc.complete.(PriorapprovalofsamplestackofbrokenmetalbytheEx.Engineerisnecessarythedateofapprovalwillformpartofthemeasurements)a)40mmMetal, By breaking Boulders (Hand broken). {( SSR I-1770 )
35Supplying soft murum at the road site, including conveying and stacking complete {( SSR I-103 )
36Supplying hard murum/ kankar at the road site, including conveying and stacking complete. (DSRI-102 )
37Spreading hard murum for side width etc. complete (DSR I- 104)
38Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete. {I - 105} +RA
39Spreading80/40mmmetalforroadworkincludingsectionongetccomplete as directed by Engineer in charge {( SSR I-1771 )
40Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. {( SSR I-1772 )
41Compactingthesubgrade/gravel/sizemetal(100mmloose)layersforallwidthswithPowerrollerhavingweight8to10MT.includingnecessary, labour, materials and artificial watering complete. {( SSR I-1774 )
42Providing and constructing 50 mm. thick ModifiedPenetration Macadam (MPM)road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying thebitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting withstatic roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506etc. complete.Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates) {( SSR I-150)
43Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder 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 but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) .(SSR I-167)
44Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified gradepreparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) {SSR I-160)
45Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) (SSR-I- 141)
46Providing and fixing board displaying information, such as "Name of work, Tender cost, Name of Contractor, Work completion and liability period etc", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge DSR I.No.288
47Shootig of Still photographs outdoor and indoor of construction and other works of building, bridges , roads, etc.in District and outside dist.at any distances. 4"" x 6"" Size(DSR I- 1949 ) +RA
48Add 18 % GST
49Add 1 % Labour Insurance
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