Tender For Construction Of Balance Work 60.00Mtr Wide Road Arc H.12.912Km Ch13.222Km Strengthening Of 60.0Mtr Wide Road Ch12.60Km Both Side Carriageway In Yea Wc-01 - Cleaning jungle including up rooting of rank vegetation grass, push, wood trees and sampling of grith upto 30cms measured at a height of 1m above ground level and removal of rubbish up to a distance of 50M out side the periphery of area cleared.UPPWD SOR-2020(UPPWD/SOR-2020/AR/YEIDA 2 Surface dressing of the ground i/c removing vegetation and equalities not exceeding 15cm deep and disposal of rubbish lead up to 50cm and lift up to 1.50m 3 Earth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom. Liftup to 1.50m including getting out the excavated soil and disposal ofAll kind of soil. 4 Supply & filling of local sand (including watering ramming consolidation & dressing complete) 5 Carriage of material by mechanical transpot including loading, unloading and stacking. Earth AR/YEIDA Lead upto 1.00Km 6 Supplying and laying of good earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most laver with power roller of minimum 8 tonnes and Lead upto 20Km 7 Granular sub Base with Coarse Graded Material A. Plant Mix Method. Construciton of granular sub-base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepard surface and compacting with vibratory roller to achieve the dsired density, complete as per clause 401 for grade-1 material. 8 Wet Mix Macadam: Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Mateial with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site. Laying in uniform levers with payer 9 Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraiying primer at the rate or 0.60km/sqm slow setting using machanical means AR 10 Providing & applying tack coat bitum emulsion confirming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. On WMM/WBM@0.25kg/sqm. 11 Providing and laying dense graded bitumen macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushedaggregates of specified grading, premixed with bituminous binder@ 4.0 to 4.5% by weight of total mix and filler transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level, and alignment rolling with smooth, wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause 507 complete in all respects. 12 Providing and laying dense graded bitumen macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushedaggregates of specified grading, premixed with bituminous binder @ 5.0% of mix and filler transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level, and alignment rolling with smooth, wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause 509 complete in all respects. MORTH/503(UPPWD/SOR-2020) 13 Cement Concrete with 4cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, tools & Plants etc required for Proper completion of the work. UPPWD/SOR-2020/281/P-17 14 M150 Brick work in 1:4 cement & coarse sand of 2.2 F.M mortar in foundation and Plinth including supply of all material, Labour and T&P etc required for proper completion of the workl UPPWD/SOR-2020/305(A) 15 Providing and laying at or near ground level factory made kerb stone of M-30 grade cement in position to the required line, level and corvature jointed with cement mortar 1:3(1cement:3coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever require complete etc. as per direction of Engineer-in-charge(length of finished kerb edging shall be measured for payment). (precast C.C. kerb stone shall be approved by Engineer-in-charge) (UPPWD/SOR-2020/16.69 16 Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 meters. With F.P.S bricks of class designation 150 17 White washing with lime to give and even shade: New work (three or more coats) (UPPWD/SOR-2020)/13.37.1 18 P/A 2.5mm thick road marking strips (rectro reflecting) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermo-plastic paint applicator machine. (UPPWD/SOR-2020)/16.62 19 12mm cement plaster of mix 1:6(1cement:6coarse sand) (UPPWD/SOR-2020/13.4.1 20 Cement Concrete with 4cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, tools & Plants etc required for Proper completion of the work. UPPWD/SOR-2020/281/P-17 21 Providing and laying in position machine batched and machine mixed desi mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shutting, finishing and reinforcement, including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting or concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note:- Cement content considered in this item is @330 kg/cum. Excess/less cement used asper design mix is payable/recoverble Based on UPPWD/SOR-2020/5.33.20 22 Centering and Shuttering including strutting, propping etc. and removal of from for: Foundations, footings, bases of columns, etc. for mass concrete. Based on UPPWD/SOR-2020/5.9.1/P-96 23 Centering and Shuttering including strutting, propping etc. and removal of from for: For wall. 24 Suspended floors, roofs, landings, balconies and access platform.Based on UPPWD/SOR-2020/5.9.3 25 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to Plinth Level.Based on UPPWD/SOR-2020/5.22.6/P-98 26 Providing and carting of following dia RCC hume pipe S&S NP-3 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe. 250mm NP3 pipe 27 Constructing masonry Chamber 60x60x75cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement:4coarse sand) for fire hydrants, with C.l. Surface box 350x350mm top and 165mm deep(inside) with chained lid and RCC top slab 1:2:4 mix(1cement: 2coarse sand: 4graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10(1cement:5fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3(1 cement: 3coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design: With F.P.S. bricks Based on UPPWD/SOR-2020/18.36.1
