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| 1 | Dismantlingof structure(Dismantlingof existing structureslike culverts,bridges,retaining wall and other structure comprising of masonry ,cement concrete ,wood work,dteel work including T&P and scaffolding wherever neccesary ,sorting the dismantrred materilas ,disposalof unserviceablematerialsand stacking the serviceable with all lifts and lead of 1000 meters.cement concrete grade M-15&M-20 |
| 2 | Dismantlingof structure(Dismantlingof existing structureslike culverts,bridges,retaining wall and other structure comprising of masonry ,cement concrete ,wood work,dteel work including T&P and scaffolding wherever neccesary ,sorting the dismantrred materilas ,disposalof unserviceablematerialsand stacking the serviceable with all lifts and lead of 1000 meters. dismantling stone masonry |
| 3 | E/W in soil with dozer with lead up to 100 meters (Excavation for roadway in soil by mechanical means including cutting and pushingthe earth to site of embankmentupto a distance of 100 meters (average lead 50 metres ),including trimming bottom and sideslopes in accordance with requirements of lines ,grades and cross sections) |
| 4 | Excavationforstructure(earthwirk in excavationof foundation of structureas per drawingand technical specification ,including setting out ,constructionof shoring and bracing ,removal of stumps and other deleterious matter,dressing of side and bottomandbackfilling with approved. manuals means |
| 5 | Excavationforstructure(earthwirk in excavationof foundation of structureas per drawingand technical specification ,including setting out ,constructionof shoring and bracing ,removal of stumps and other deleterious matter,dressing of side and bottomandbackfilling with approved.(hard rock blastingprohibited )manual means |
| 6 | Earthwork in excavation in foundation trenches inhardsoil (vide classification of soil item-A+B) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. |
| 7 | Granular sub base with coarse graded materils (Table:-400-2) (construction of granular sub-base by providing coarse graded materials ,spreading in uniform layers with mortor grader on preoared surface ,mixing ,by mix in place methodwith rotavator at OMC,and compacting with vibratory roller to achieve the desired density ,as per clause 401 ) (Grading 1 materials ) |
| 8 | 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 9 | Cementconcrete pavement( const.Ofun-reinforced ,dowel jointed ,plain cement concrete pavementover a prepared sub-base with 43 grade cement @400 kg/m3,coarse and fine aggregateconfirming to IS 383 , maximumsize of coarse aggregatenot exceeding 25 mm ,mixed ina batching plantand mixing plantas per approvedmix design,transported to site ,laid with a fixedformon slip nform paver ,spread ,compactedand finishing in aconinous operationincludind provision of contraction ,expansion ,construction and longitudnal joint ,joint filler ,separation membrane ,sealant primer ,joint sealand,debonding strip dowel bar ,tie rod admixture as per approved ,curringcompound ,finishing to lines and grades as per drawing . |
| 10 | Plain /reinforcedcementcement concrete in sub -structure complete as per drawing and technical specificationRCC Grade M25 (using concrete mixer ). 1x1620.00x4.60x0.300 =2235.60 m3 |
| 11 | Supplying ,fitting and placing H.Y.S.D barreinforcementsin sub -Structurecompleteas per drawing and technical specification . |
| 12 | Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume). |
| 13 | Plain /Reinforcement cement concretein openfoundation complete as per drawing and technicalspecification(PCc -15). |
| 14 | E/W filling in foundationtrenches of back fillingmarsy foundation pit |
| 15 | Plain /Reinforcement cement concretein openfoundation complete as per drawing and technicalspecification( PCC -25). using concrete mixter |
| 16 | Plain /Reinforcement cement concretein sub -structure complete as per drawing and technicalspecification( RCC -25 height up to 5.0 m ). (using concrete mixter ) |
| 17 | Furmishing and placing reinforced prestressed cement concrete in super structure as per drawing & technical specification (RCC Grade M-25 ) (height5-10 m ) |
| 18 | Providing weep holes inbricks masonry /plain/reinforcement concrete abutment,wing wall /return wallwith 100 mm dia ACpipe ,extensing trough the full width of the structure with slope of1v:20H towards drawing face ,complete as per drawingand tecnical specification . |
| 19 | Providing and laying cement concrete weiring coat M30 grade including reinforcement complete as per drawing &technical specification . |
| 20 | Providing & laying of filtermedia with granular materials /stonecroshed aggregatesatisfyingthe reqirement laid downin clause 2504.2.2 of MoRTH SPECIFICATIONS to a thichness of not less than 600mmwith smaller size towards the soil and bigger size towards the wall and providing over the entire surface behindabutment ,wing wall and return wallto the full heightcompacted to a firm conditioncomplete as per drawing and technical specification . |
| 21 | Const.of R.C.C railing M30 Grade in situ with 20mm nominal size aggregate,tru to lineand grade ,tolurenceof vertical rcc postnot to exceed 1 in 500c/cspacing between vertical postnot to exceed 2000 mm,leaving adequate space betweenvertical postfor expansioncompleteas perapproveddrawing andtechnical specification . |
| 22 | Drainage spoutcomplete as per drawing and technical specification |
| 23 | supplyng ,fitting and placing HYDT bar Reinforcement -- in sub structure complete as perdrawing and technical specification . |
| 24 | supplying ,fitting and placing HYSD bar Reinforcment in super structure complete as per drawingand technical specification . |
| 25 | providing and laying 60 mm thick factory made cement concrete interlocking paver blockin M-30grade made by block making machine with strong vibratory compaction ,of apporovedsize ,design &shape ,laid in requiredcolour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc.all complete as per direction of Engineer -in -charge . |
| 26 | Providing& layingcementconcretein kerbs ,steps and the like at or near groundlevelexcludingthe costof centering,shutteringandfinishing .1:1.5:3(1 cement :1.5 Coarse sand(Zone -III ):3gradedstoneaggregate20 mm nominal size)4x1620.00x0.125x0.125 = 101.25m3 |
| 27 | centeringshutteringincluding strutting ,prpping and removal of for foundation ,footing,base of cloumn ,etc for mass concrete |
| 28 | Seewaged steel tubular pole (410 SP-2) of height 7m confirming to IS: 2713 (Part II) in three section with steel bottom of the pole made of 50mm dia MSB clamp pipe welded to 300mm long MS canopy of suitable .. All complete as required (without arm) |
| 29 | 1m single arm suitable for 70mm top |
| 30 | LED street light (90W/100W) |
| 31 | 10 SQMM 4 CORE PVC/XLPE indulated PVC sheathed |
| 32 | Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required.Upto 6.5 meter |
| 33 | 35 sqmm, 3.5 core |
| 34 | A. Cement(lead 3 km ) |
| 35 | B. Sand (lead 2 km ) |
| 36 | C. Stone Chips (lead 30 km ) |
| 37 | D.StoneMetal(lead 30 km ) |
| 38 | ADD GST @18% |
| 39 | ADD LABOUR CESS @1% |
