Construction of Boxcell Culvert upon C.D. at RD 13230.00M of SLMC with toe wall and widening of road from RD 13230M to 13600M.

Earth work in excavation of foundation and plinth in hard soil by manual/mechanical means including dressing and levelling the bed and depositing the excavated soil clear of work site with all leads, lifts, delifts and dewatering including removing bushes, stumps and any other foreign materials from the working area including rough dressing and breaking the clods in to 5 cm to 7 cm size including removal of all foreign materials, debrises, grass, bushes, vegetation's, shrubs, roots including laying in layers not exceeding 0.30m in depth as well as from the foundation trenches with cost of all labour, labour welfare cess but excluding GST etc. complete in all respect as per specification and direction of the Engineer-in-Charge.

Filling foundation and plinth with sand by mechanical/manual means and laying in layers duly compacted, watering including cost, carriage, royalty with all leads, lifts, delifts, cess but excluding GST etc all complete as per drawing and specification and as per the direction of Engineer-in-Charge.

Providing & laying R.C.C M-15 grade using 20mm.down graded size crusher broken hard granite chips from approved quarry free from weathered skin surface, dust and any other deliterious materials of approved grading including supply of clean sharp sweet sand from approved quarry with Portland cement of ISI standard and grade as approved by the Deptt. Mixing with concrete mixer compacting with vibrator including all labour cost, carriage,royality,cess and excluding GST all other taxes of all required materials watering for curing and quality control test etc. to complete the item of work in all respect as per the direction of the Engineer-in-charge.

Providing & laying R.C.C M-20 grade using 20mm.down graded size crusher broken hard granite chips from approved quarry free from weathered skin surface, dust and any other deliterious materials of approved grading including supply of clean sharp sweet sand from approved quarry with Portland cement of ISI standard and grade as approved by the Deptt. Mixing with concrete mixer compacting with vibrator including all labour cost, carriage,royality,cess and excluding GST all other taxes of all required materials watering for curing and quality control test etc. to complete the item of work in all respect as per the direction of the Engineer-in-charge.

Providing & laying R.C.C M-25 grade using 20mm.down graded size crusher broken hard granite chips from approved quarry free from weathered skin surface, dust and any other deliterious materials of approved grading including supply of clean sharp sweet sand from approved quarry with Portland cement of ISI standard and grade as approved by the Deptt. Mixing with concrete mixer compacting with vibrator including all labour cost, carriage,royality,cess and excluding GST all other taxes of all required materials watering for curing and quality control test etc. to complete the item of work in all respect as per the direction of the Engineer-in-charge.

Supplying, straightening, cutting, bending, binding and tying the grills using uncoated HYSD bars cutting, bending of designed diameters and placing in position for fabrication and fixing the reinforcement grills including laps, ties, providing chairs and welding whenever necessary with all leads, lifts and delifts.with all labour, cess but excluding GST complete including cost, conveyance of steel and binding wires complete and as per the direction of Engineer-in-Charge.

Rigid and smooth Steel centering and shuttering at all fheights 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,cost, conveyance, royalty and all other

Filling foundation and plinth with excavated earth by mechanical/manual means and laying in layers duly compacted, watering including cost, carriage, royalty with all leads, lifts, delifts, cess but excluding GST all complete as per drawing and specification and as per the direction of Engineer-in-Charge.

Rough stones dry packing in approns and revetment with hard granite stone 15 cm to 30 cm and above size including cost, carriage, royalty & labour etc and excluding GST complete as per Direction of Engineer-in-charge.

Providing and fixing of Weep Holes in Brick Masonry / Plain Concrete / RCC in abutment, wing wall and return wall etc. with 8cm to 23cm size extending through full width of structure in slope of 1V:20H towards drawing face using cement mortar (1:3) with cost of all materials, curing, royalty, cess and excluding GST etc. all complete as per drawing and technical specification and direction of the Engineer-in-Charge.

Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt dust, oil grease efflorescence and applying paint with cost of all materials, curing, royalty, cess and excluding GST etc. all complete as per drawing and technical specification and direction of the Engineer-in-Charge.

Quarrying, collecting, supplying and stacking of good quality of moorum and sand in regular box heap size of 1.50m X 1.50m X 0.50m to be measured as one cum and admixing moorum and sand in (70 : 30) proportion and laying in sub-base of road in layers not exceeding 150 mm thick with all leads , lifts and delifts including cost, conveyance, royalty, cess but excluding GST required for the work , watering and consolidation with P.R.R., hire and running charges of machineries etc. Complete as per specification and direction of the Engineer-in-Charge.

Dismantling of existing structures like culverts, bridges, retaining walls and other structures, comprising of masonry. cement concrete, wood work, steel work including T&P and scaffolding wherever necessary sorting the dismantling materials disposal of unserviceable materials and stacking the serviceable materials with all leads and lifts of 1000m as per direction of the Engineer-in-charge.

Supplying Fitting Fixing of 15 cm dia 1.5mt long guard posts of RCC 1:2:4 using 3.5 kg of steel for each guard post with BHG chips including cost of all reinforcement material centering shuttering etc complete.

Earth work excavation in approved type of soil from approved borrow area by mechanical means and loading in to transportation vehicle and transportation of earth by mechanical means and unloading the earth over the approved surface of the embankment in proper profiles with initial lead of 1 KM, lifts, delifts including rough 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 transported earth including laying in layers not exceeding 22.50cm including watering and compaction with OMC condition with all type of compacting equipments upto 95% dry density for all heights including construction and maintenance of haul road, cost of hire & running charges of all machineries, cost of fuel, lubricants, cost of labour, carriage, royalty, cess but excluding GST etc. all complete as per specification and direction of the Engineer-in-Charge.(Measurement will be taken on finished compacted level section only and earth to be arranged by the contractor at his own cost and responsibility)

Clearing grass and removal of rubbish upto a distance of 50 mtr. Outside the periphery of the area including all taxes and labour charges etc. but excluding GST Complete as per the direction Engineer in Charge.

Earthwork in excavation of canal by Mechanical means in all kinds of soil including sand, silt, loam clay mud, stiff and hard clay, hard red earth, shale, stoney earth, gravel, moorum interspread with boulder upto 1/2 cum volume, including trimming the slopes and bed to proper profile and transporting useful excavated materials by mechanical means and laying on properly prepared and scientifically approved surface of bank of canal in filling section and spreading the earth in 22.5 cm thick to receive compaction if required useful excavated material for reuse afterward as per direction of Engineer-in-Charge and unuseful soil in spoil bank as required with all leads, lifts, delifts, loading and unloading including cost component and maintenance of coffer dam, diversion arrangement, dewatering and removal of the same after completion of the work including the cost of tools and plants, all materials, all taxes, labour cess, but excluding GST with mobilization and demobilization maintenance charges with all incidental charges to complete the item of work as per design, drawing, specification and direction of the Engineer-in-Charge. (Measurement will be taken on finished level section only)

Scarifying the existing bitumenous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 mtrs. Including cost,conveyance.royality,cess but excluding GST taxes of all materials,all labour ,hire and running charges of all machinaries,T&P,sundries etc.complete as per direction of Engineer-in-charge

Construction of granular sub-base by providing and laying, spreading and compacting stone aggregates to 200 mm thickness with IRC grade - III materials as per table-401-I to WBM specification including spreading in uniform layers with moter grader on prepared surface mixing by mix place method with rotavater, rolling with VRR in stages to proper grade and camber, applying and brooming using stone screened dust as binding materials to fill up the interstices of coarse aggregates , watering and compacting to the required density at OMC as per clause 401 of MoSRT & H specifications for road & Bridge works (4th Revision) with all leads, lifts and delifts including cost, conveyance, royalty, cess but excluding GST etc. including labours and hire charges required for the work, hire and running charges of machineries etc. complete as per specification and direction of the Engineer-in-Charge.

Providing, laying, spreading and compacting to 150mm thickness graded stone aggregate to wet mix macadam specification including premixing the materials(as per table-400-II) with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th revision) with all leads, lifts and delifts including cost, conveyance, royalty, cess but excluding GST including labours and hire charges required for the work, hire and running charges of machineries etc. all complete as per specification and direction of the Engineer-in-Charge.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 Kg/sqm using mechanical means as per Clause 502 of MoSRT&H Specifications for Road & Bridge works (4th Revision) with all leads, lifts and delifts including cost, conveyance, cess but excluding GST and taxes of all materials including labours and hire charges required for the work, hire and running charges of machineries etc. all complete as per specification and direction of the Engineer-in-Charge.

Providing and applying tack coat with bituminous emulsion (60/70) penetration grade using the emulsion pressure distributer @ 0.20 Kg per sqm on the prepared bituminous/granular surface cleaned properly with mechanical broom as per clause 503 of MoSRT & H Specification for Road & Bridge work (4th revision) with all leads, lifts and delifts including cost, conveyance, cess but excluding GST etc. including labours and hire charges required for the work, hire and running charges of machineries etc. all complete as per specification and direction of the Engineer-in-Charge.

Providing laying 20mm thick premix carpet including surface dressing after spreading clearing road surface using 0.27 cum of 3.2mm to 5.60mm C.B.H.G. chips of 10sqm with 14 660 Kg of bitumen for pre coating 9.07kg of bitumen for tack coat conveying chip from stacking yard feeding into hot bitumen mixture heating bitumen into required temperature conveying hot binder to required quantity to ensure rough per-coating chips from the mixture and laying the same including khand packing to proper camber and consolidation with PRR including hire & running charges of PRRR bitumen mixture, tar boiler and all other T&P articles including cost, carriage, royalty and all taxes of chips. bitumen and all required materials etc. complete.

Previding for laying 6.00mm thick pre-coated seal coat using 0.6 cum of 6mm size C.B.H.G. chips and down graded as per sieve analysis MOS & TS specification on road works and 6.8kg of bitumen for 10sqm and consolidation with PRR including of hire and running charges of PRR, bitumen mixture, tar boiler and all other T&P articles including cost, carriage, royalty and all taxes of chips, bitumen and all required materials etc. complete.

Binding road surface with sand 6mm thick including cost. carriage, royalty of materials as per the direction of Engineer-in-charge