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| 1 | Excavation for roadway in earth, soil of allsorts, sand, gravel or soft murum includingdressing section to the required grade, camber andside slopes and conveying the excavated materialswith all lifts upto a lead of 50m. and spreading forembankment or stacking as directed.MORTH 301SSR OF 2022-23 ITEM NO. 2.11 & PAGE NO.23 |
| 2 | Excavation for catch / side water gutter in allsorts of soils to the specified section includingstacking the excavated stuff in a regular bund anddisposing of unsuitable or excess stuff as directedall sorts of soils.MORTH 309SSR OF 2022-23 ITEM NO. 2.18 & PAGE NO.24 |
| 3 | Conveying materials obtained from roadcutting including all lifts, laying in layers of20cm. to 30cm. breaking clods, dressing to therequired lines, curves, grades and section, wateringand compacting to not less than 97% of standardproctor density for a lead of 300m. to 500m.inclusive, from the site of excavation to the site ofdeposition as directed.MORTH 305SSR OF 2022-23 ITEM NO. 2.26 & PAGE NO.25 |
| 4 | Providing earth work in embankment withapproved materials obtained from othersources upto lead of 50m. including all lifts, layingin layers of 20cm. to 30cm. thickness breakingclods, dressing to the required lines, curves, grades& section, watering and compaction with vibratoryroller with V-Sat attachment to achieve notless than 97 % of standard proctordensity etc. complete ( Material obtained fromOther sources)MORTH 305SSR OF 2022-23 ITEM NO. 2.28 & PAGE NO.25 |
| 5 | Construction of granular sub-base by providingclose graded Material, mixing in a mechanical mixplant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader/Paver on prepared surface and compacting withvibratory power roller to achieve the desireddensity, complete as per clause 401 -- Plant MixMethod and Grading - I MaterialMORTH 401SSR OF 2022-23 ITEM NO. 3.01 & PAGE NO.27 |
| 6 | Wet Mix Macadam -- Providing, laying,spreading and compacting graded stoneaggregate to wet mix macadam specificationincluding premixing the Material with water at OMCin mechanical mix plant carriage of mixed Materialby tipper to site, laying in uniform layers with paverin sub- base / base course on well prepared surfaceand compacting with vibratory roller to achieve thedesired density. Laying By Grader/Paver.MORTH 406SSR OF 2022-23 ITEM NO. 3.23 & PAGE NO.30 |
| 7 | Surface Dressing -- Providing and laying surfacedressing as wearing course in single coat usingcrushed stone aggregates of specified size on alayer of bituminous binder laid on prepared surfaceand rolling with 8-10 tonne smooth wheeled steelroller. --a) 19 mm nominal chippling size (bitumen12.00 kg/10 Sq.M.) -- Bitumen of specified grade(VG-30 bulk bitumen rates are considered to arriveaMtO rRaTteHs )509SSR OF 2022-23 ITEM NO. 4.04 & PAGE NO.35 |
| 8 | DENSE BITUMINOUS MACADAM:--Providing andlaying dense bituminous macadam using crushedaggregate of grading 1, premixed with bituminousbinder Bitumen of specified grade,@ 4.50 % byweight of total mix and filler, transported at sitewith VTS, laid over a previously prepared surface ,finished to the required grade ,level, alignment,androlling to achieve the desired density for 76/100mm compacted thickness with drum mix type hotmix plant with SCADA having complying essentialfeatures of Hot mix plant as per IRC-27-2009specified conditions and attachments such aselectronic load sensor based belt conveyers,automatic synchronization of bitumen andaggregate fedder,built in dust controller system andPLC for Drum Mix plant ,Sensor paver, andVibratory roller excluding prime/Tack coat etc.complete --Bitumen VG-30 grade with stonedust filler (VG-30 bulk bitumen rates areconsidered to arrive at rates)MORTH 507SSR OF 2022-23 ITEM NO. 3.46 & PAGE NO.34 |
| 9 | Providing and applying tack coat on the preparedsurface heating by fames in Boiler and sprayingbitumen with sprayer on Dry / Hungry B.T. surface3 kg/10 sqm. (VG-30 bulk bitumen rates areconsidered to arrive at rates) MORTH 503SSR OF 2022-23 ITEM NO. 3.31 & PAGE NO.30 |
| 10 | BITUMINOUS CONCRETE:--Providing and layingbituminous concrete using crushed aggregate ofgrading 1, premixed with bituminous [email protected]% by weight of total mix and filler,transported at site with VTS, laid over a previouslyprepared surface, finished to the required grade,level, alignment, and rolling to achieve the desireddensity for 50mm compacted thickness with drummix plant with SCADA, Sensor paver and Vibratoryroller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dustfiller. (VG-30 bulk bitumen rates areconsidered to arrive at rates)MORTH 509SSR OF 2022-23 ITEM NO. 3.5 & PAGE NO.34 |
| 11 | Providing bituminous Type A liquid seal coat onbituminous surface including supplying allmaterials & bitumen of VG-30 grade preparingexisting road surface, heating and applyingbitumen @ 0.98 KgSqm. by mechanical means,spreading chips and rolling, by static roller havingweight 8 to 10 MT. etc. complete.MORTH 513SSR OF 2022-23 ITEM NO. 4.01 & PAGE NO.35 |
| 12 | Dressing of side shoulder / Scrapping theroad side shoulder by Mechanical means ( ByJCB /DOUZER) including excavation of raised sideshoulders upto 15cm depth including remooving/cutting bushes,grass and dressing shoulder todesired camber and disposing of excavated stuff upto road boundary etc complete. as directed byEngineer In Charge.As Directed by Engineer In ChargeSSR OF 2022-23 ITEM NO. 8.23 & PAGE NO.77 |
| 13 | Supplying hard murum/ kankar at the road site,including conveying and stacking complete.MORTH 408SSR OF 2022-23 ITEM NO. 2.29 (a) & PAGE NO.25 |
| 14 | Spreading hard murum/ soft murrum/ gravelor kankar for side width completeMORTH 408SSR OF 2022-23 ITEM NO. 2.3 & PAGE NO.25 |
| 15 | Compacting the hard murum side widthsincluding laying in layers on each side with powerroller including artificial watering etc. complete.MORTH 408SSR OF 2022-23 ITEM NO. 2.31 & PAGE NO.25 |
| 16 | Construction of dry lean cement concrete Subbaseover a prepared sub-grade with coarseand fine aggregate ( VSI grade finely washedcrushed sand) conforming to IS: 383, the size ofcoarse aggregate not exceeding 25 mm, cementcontent not to be less than 150 kg/ cum, optimummoisture content to be determined during triallength construction, concrete strength not to beless than 10 Mpa at 7 days, mixed in a batchingplant/ Weigh batch mixer, transported to sitewith all leads and lifts, laid with a paver withelectronic sensor /by suitable means as approvedby Engineer-in-charge , compacting with vibratoryroller, finishing, curing and including preparationof sub-grade surface if required etc. complete.MORTH 601SSR OF 2022-23 ITEM NO. 5.13 & PAGE NO.43 |
| 17 | Providing and laying 125 micron Low DensityPolyethylene ( LDPE) sheet confirming to IS3395 : 1997 below concrete pavement including allmaterials and labour complete.MORTH 602.5SSR OF 2022-23 ITEM NO. 5.19 & PAGE NO.44 |
| 18 | Providing and fixing in position TMT FE 500, 32mm dia dowel bars precoated with anticorrosiveepoxy paint of required Dia. 60 cms. Long and at30.00 cm. C/C and wherever directed includinghandling, straightening, necessary cuttingsupported by TMT FE 500, chairs with properalignment by using properly designed assembly ofBulkheads lubricating half length with bituminouspaint as directed etc. complete.MORTH 602.6.5SSR OF 2022-23 ITEM NO. 5.14 & PAGE NO.43 |
| 19 | Providing and laying in-situ M30 Gradeunreinforced plain cement concrete pavementover a prepared sub base with 43 grade cement ,coarse and fine aggregate conforming to IS 383,using fine & coarse aggregates combined gradationas per Table 600-3 of MORTH Specification 2013,mixed in a batching and mixing plant/ nontilting mixer and Weigh batcher as perapproved mix design, admixtures, transporting tosite, spreading, laying with approved makepaver,compacted and finished in a continuousoperation, finishing to lines and grades as directedby Engineer-in-charge and curing by curingcompound /by providing cement vata in cementMortar 1:8 @ 0.6m X 0.6m centre to centre,admeasuring 80 mm at bottom and 40 mm at topwith depth of 75mm and maintaining the samethrough out curing period by any other methodapproved by Engineer-in-chargeMORTH 602SSR OF 2022-23 ITEM NO. 5.01 & PAGE NO.37 |
| 20 | Cutting transverse contraction joints 3 to 4 mmwide and depth 60mm in concrete slab usingconcrete cutting machine with diamond studdedsaw within 48 hours of casting of bay / slab etc.complete including subsequent widening of thegroove 8 to 10 mm. wide at top having depth of 15mm. as directed by Engineer incharge.MORTH 602.6.3 & 602.6.4SSR OF 2022-23 ITEM NO. 5.17 & PAGE NO.43 |
| 21 | Providing to contraction joints polysuphidesealent (Pouring grade) confirming to BS : 5212- 1989 into sawed groove widened at top forsealent reservoir of specified size and shape as perdetailed drawing including fixing Polyethylene foambacker rod of required diameter (appraox. 25%larger than the initial 3 mm.to 4 mm. joint) overlaidwith bond breaking tape as per detailed drawing.Item includes cleaning the joints with water jet / aircompressor & allowing joint to become thoroughlydry before sealent is applied and applying primer.(A) Contraction & longitudinal joints (15 mm.deep x 8 mm.wide)MORTH 602.6.3 & 602.6.4SSR OF 2022-23 ITEM NO. 5.18 & PAGE NO.44 |
| 22 | Providing soling using 80 mm size trap metal in15 cm. layer including filling voids with Crushedsand/grit, ramming, watering etc. complete.As directed by Engineer in charge.SSR OF 2022-23 ITEM NO. 21.4 & PAGE NO.157 |
| 23 | Providing and laying in situ cement concrete ofM10 proportion with trap/ granite/ quartzite/gneiss metal in foundation including necessaryform work, compacting and curing etc. complete.(with reversible drum rtype mixer with SCADAwith natural sand)CD.-3 Page.No. 160SSR OF 2022-23 ITEM NO. 11.02 & PAGE NO.81 |
| 24 | Providing and fixing in position TMT - FE - 500bar reinforcement of various diameters forR.C.C. pile caps, footings, foundations, slabs,beams columns, canopies, staircase, newels,chajjas, lintels pardis, copings, fins, archesetc. as per detailed designs, drawings andschedules. including cutting, bending, hooking thebars, binding with wires or tack welding andsupporting as required complete.Bd.F.17, Page No. 306SSR OF 2022-23 ITEM NO. 26.33 & PAGENO.188 |
| 25 | Providing and laying in situ / ready mix M20 RCCof trap/ granite/ quartzite/ gneiss metal forRCC work of ballast walls, kerbs and boxreturns including scaffolding, compaction,formwork finishing and curing etc. complete.(excluding reinforcement, with fully automaticmicro processor based PLC with SCADA enabledconcrete batch mix plant / pan mixer with fineagreegates of required specifications ( VSI sandfinely washed etc ) (A) RCC work of Ballastwalls & KerbBR.50 Page No. 143 and B. 7, Page No.38SSR OF 2022-23 ITEM NO. 14.44 (a) & PAGENO.96 |
| 26 | Providing and laying in situ / ready mix M-20cement concrete of trap /granite /quartzite/gneiss metal for approach slab / Rigidpavement including compacting, finishing, curingetc. complete. (excluding reinforcement) (withreversible drum type mixer/ concrete batch mixplant (pan mixer) with SCADA with fine agreegatesof required specifications (Natural sand / VSI sandfinely washed etc ), cement 6.40 bags/cumt)CD.15 Page.No. 168 and B.7. Page No. 38SSR OF 2022-23 ITEM NO. 11.25 & PAGENO.82 |
| 27 | Providing and laying Cast in situ/Ready Mixcement concrete M-20 of trap / granite/quartzite/ gneiss metal for R.C.C. beams andlintels as per detailed designs and drawings or asdirected including steel centering, formwork, coverblocks, laying/pumping, compactionand rougheningthe surface if special finish is to be provided andcuring etc. complete. (Bd.F.6 Page No. 300 anEdx cBlu.7d,i nPga greei nNfoo.r3c8ement andSSR OF 2022-23 ITEM NO. 25.5 & PAGENO.181 |
| 28 | Providing and fixing heavy duty inter lockingconcrete Rubber mould glossy paving blocksof 80 mm thickness of having a strength of 400kg/Sq.cm. of approved quality and shape on a bedof crushed sand of 25 to 30 mm thick includingskirting joints and cleaning etc. complete. (using100% crushed sand)Bd. M.SSR OF 2022-23 ITEM NO. 33.54 & PAGENO.219 |
| 29 | Providing and fixing board displayinginformation, such as \"Name of work, Tendercost, Name of Contractor, Work completionand liability period etc., having rectangular shapeof 1.20m x 0.90m size made out 18 gauge(1.25mm) thick mild steel sheet painted with onecoat of Zinc chromate stoving primer and two coatsof enamel paint on front side and grey stoveenamel on back side and border / messages /symbols etc. with approved colour shade paintcomplete, on M.S.angle of size 35 x 35 x 3 mmframe with properly cross braced M.S. angles ofsMizOeR 3T5Hm 8m01x 3&5 mAsm dxir3emctmed d buyly E pnagininteeedr ininc lCuhdainrgg eT w oSSR OF 2022-23 ITEM NO. 6.36 & PAGE NO.60 |
| 30 | ROYALTY CHARGES FOR SAND |
| 31 | ROYALTY CHARGES FOR OTHER MINERALS |
| 32 | BASIC TEST OF AGGREGATEWater Absorption, Specific Gravity, Impact Value,Crushing Value |
| 33 | BITUMENPenetration, Softening Point, Flash & Fire Point,Specific Gravity. |
| 34 | CONCRETEConcrete Mix Design (With all Tests on basicmaterials) |
| 35 | Compressive strength of C.C.Cube (Set of 3 cubes) |
| 36 | CONCRETE PAVING BLOCKCompressive strength, Water Absorption (Set of 8Blocks), Flexural Test (Set of 8 Blocks ), Resistanceto wear (Set of 8 Blocks ) |
| 37 | EARTHCBR Test (Lab) With compaction test |
| 38 | STEEL BAR TESTINGUpto 16 mm (Set of 3 Bars) |
| 39 | ADD 1% FOR THIRD PARTY AUDITADD 18% FOR GST ON T.P. |
