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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings & trees girth up to 300 mm removal of stumps of trees cut earlier & disposal of unservicable materials & stacking of servicable materials to be used or auctioned, up to a lead of 1000 mtr. including remaoval and disposal of top organic soil not exceeding 150 mm in thickness etc with all leads, lifts and delifts with cost of all labour,T & P, hiring and running charges of all machineries, B&OCWW cess but excluding GST etc. complete as per direction of Engineer-in-Charge. |
| 2 | Earth work in approved type of soil from approvedborrow area by mechanical means and loading in to transportation vehicle, transportation of earth by mechanical means and unloadingthe earth over the scintifically approved surface of the embankment in proper profiles with all leads, lifts,delifts includingrough dressing and breaking the clods in to 5 cm to 7 cm size including removal of all foreign materials, debrises, grass, bushes, vegetations, shrubs, roots from transportated earth andlaying in22.50 cm layers to make ready for watering and compaction in embankment for all heightsincluding construction, maintenance, watering and lighting of haul road and borrow areas including cost of hire & running charges of all machineries, T & P, cost of fuel, lubricants, cost of alllabour, carriage, royalty,B&OCWW cess but excluding GST etc. complete as per specification and direction of the Engineer-in-Charge. (Measurement will be taken on finished compacted level section under OMC condition only. Earth to be arranged by the contractor at his own cost and responsibility). |
| 3 | Watering earth work upto OMC condition and compaction by Vibratory Rollers and dozer in layers not exceeding 22.5 cm to 95% dry density including hire and running charges of all the machineries, cost of all labour, T&P, B&OCWW cess but excluding GST etc. complete as per direction of Engineer-in-charge. (measurement to be taken on the finished compacted section of the fill under OMC condition.) |
| 4 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the suitable excavated materials in specified filling section and desposing the excess material away from work site with all leads, lifts, including cost, carriageof all material and cost of all labour, T&P, hire and running charges of all macineries, B&OCWW cess but excluding GST etc. completeas per approvedspecification and as directed by the Engineerin-charge. |
| 5 | Fine dressing and turfing the slopes including filling rain cuts and slips with selected earth duly compacted and trimmedto the required profile and turfing the surface with compact dub grass, sods8cm to 10cm thick with all leads and lifts including loading, unloading, cesss and othe taxes of all materials with all leads, lifts and delifts including laying and trimming to form a level and compact surface in line with the slopes and grade of the canal / dam section including watering until green growthof grass and B&OCWW cess but excluding GST etc.includingmobilisation and demobilisatioin complete as per approved drawing, design, specification and direction of theEngineer-in-charge. (Measurements will be taken aftersurvival of green growth ) |
| 6 | Providing stone rip-rap to the slope of earth dam & dyke with quarried granite stone boulders of size 0.30m & above including dumping in slope filling interstices with small stones & wedge & packing surface to proper line & level including fixing wave breakers complete withcost, carriage, royalty of all materials, cost of all labour, T&P, B&OCWW cess but excluding GST etccompleteas per approved specification anddirection of the Engineer-in-charge. |
| 7 | Rough stone dry packing in approns & revetments with hard granite stones of 30cmabove size from approved quarry, filling the intersticks with small stones & wedging to proper line & levelwithcost, carriage, royality of all materials, cost of all labour, T&P, B&OCWW cess but excluding GST etccompleteas per approved specification anddirection of the Engineer-in-charge. |
| 8 | Collecting, supplying and stacking of good qualitymoorumandsand in regular box heap size of 1.50m X 1.50m X 0.44m to be measured as one cum, conveying from stacksand admixing moorum and sand in (70:30) proportion and laying in sub-base of road in layers not exceeding150 mm thick ,consolidation with P.R.R, with all leads , lifts and delifts including cost, conveyance, royalty of all materials, cost of all labour,T&P, hire and running charges of machineries, B&OCWW cess excluding GSTetc.complete as per approved specification anddirection of the Engineer-in-Charge. |
| 9 | Earth work in excavation of foundation in all kinds of soil including rough dressing, levelling the foundation bedand laying the excavated earth in layers not exceeding 0.30m depth in the specified filling sections, rough dressing and breaking clods to maximum 5 cm to 7 cm and disposing the excess earth away from work site with all leads , lifts, delifts includingcost of all labour, T&P,B&OCWW cess but excluding GST etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 10 | Providing double under reamed 375mm dia piles driven to design depth from ground level made of RCC M-25 using 20mm down graded C.B.H.G chips of approved qualityboring by manual/mechanical means using requiredsize ofreinforcement as per approved drawing with cost, conveyance, taxes of all materias, cost of all labour, T&P, hire and running charges of machineries, B&OCWWcess (excluding GSTbut excluding cost, coveyance taxes ofM.S Tor Steel and labour charges for cutting , bending and binding of steel etc. completeas per thedirection of Engineer-in-charge. |
| 11 | Providing and laying RCCM-25grade in approved surface using 20 mm size and down graded black hard granite crusher broken chips and sharp sand of approved grading from approved quarry for cement concrete work conforming to specification, mixing by concrete mixture, hoisting, leadingand laying concrete in position, compacting with vibrator andcuring for specified days by suitable means with cost, conveyance, taxes, royalty ofall materials, supervision charges including mobilization and demobilization with cost of construction and dismantling of gangway and scaffolding, chute with all materials, approach road, diversion road, site illumination, hire and running charges of machineries required for the work with cost of all labour, T&P, B&OCWW cess but excluding GST etc. complete as per approved drawing and specification andas directed by Engineer-in-Charge. (but excluding cost of reinforcement steel) |
| 12 | Providing weep holes in Plain /Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope 1V:20H towards drawing face providing centring & shuttering if required withcost, carriage, royalty, taxes of all material and cost of all labour, T&P, B&OCWW cess but excluding GST to complete the item of work in all respect as per approved specification direction of the Engineer-In-Charges. |
| 13 | Supplying, straightening, cutting, bending, binding and tying the grills using uncoated HYSD bars( Fe-500) confirming to IS :1786 ( make TATA / SAIL) of designed diameters and placing in position, fabrication and fixing the reinforcement grills including laps, ties, providing chairs and welding whenever necessarywithall leads, lifts and delifts with cost, conveyance of HYSD bars & binding wire of 18 to 20 gauge andcost of all labour, T&P, B&OCWW cess but excluding GST etc complete as per approved specification and direction of the Engineer -in- Charge. |
| 14 | Rigid and smooth Steel centering and shuttering at all heights of bridge work such as well curb, well steining, well cap, pier and abutment shaft, pier and abutment cap, wing wall, tie beam, road kerb and dirt wall using required nos of vertical and horizontal supports of scaffolding with joists, N.G. rails and channels and steel shutering plates including welding, bolting with cost of scaffolding gangway etc completeto receive reinforcement grills and concrete with dismantling them after specified days of casting and disposing debris clear of work site including cost, conveyance, royalty andtaxes of all materials, cost of all labour T&P, B&OCWW Cess but excluding GST complete as per approved specification and direction ofEngineer-in-Charge |
| 15 | Filling foundation and plinth with clean course sand of approved quarry free from delitorious materials, well watered and rammed with cost, conveyance, royalty of all materials, cost of all labour, T&P,B&OCWW cess but excluding GST etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 16 | Providing and laying Cement ConcreteM15 gradeusing 20 mm size down graded black hard granite crusher broken chips and sharp sand of approved grading from approved quarry for cement concrete work conforming to specification, mixing by concrete mixture, hoisting, leadingand laying concrete in position, compacting with vibrator andcuring for specified days by suitable means with cost, conveyance, taxes, royalty ofall materels, supervision charges including mobilization and demobilization with cost of construction and dismantling of gangway and scaffolding, chute with all materials, approach road, diversion road, site illumination, hire and running charges of machineries required for the work with cost of all labour, T&P, B&OCWW cess but excluding GST etc. complete as per approved drawing and specification andas directed by Engineer-in-Charge. |
| 17 | Rigid smooth centering & shuttering for plain C.C / R.C.C. worksincluding false works and dismantling then after specified days of casting, with cost, conveyance of allmaterial, cost of all labour, T&P, cost of nail, B&OCWW cessbut excluding GST etc. completeandas per approved specification anddirection of the Engineer -in- Charge |
| 18 | Filling foundation and plinth with excavated materials laying in layers not exceeding 0.30M in depth including well watered and rammedwith cost of all labour , T &P,B&OCWW cess but excluding GST etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 19 | Supplying, laying & fixing in position 300mm dia R.C.C. NP3 Hume pipewith collar joint with cement mortar (1:3) including cost conveyance, royalty taxes of all materials including hume pipe,cost of all labour, T&P, B&OCWW cess (but excluding GST) etc. complete as per approved specification and direction of Engineer-in-Charge. |
| 20 | Supplying, laying & fixing in position 600mm dia R.C.C. NP3 Hume pipewith collar joint with cement mortar (1:3) including cost conveyance, royalty taxes of all materials including hume pipe,cost of all labour, T&P, B&OCWW cess (but excluding GST) etc. complete as per approved specification and direction of Engineer-in-Charge. |
