tender for development work in village pali, greater noida., 1 boq 2 excavation in foundation in ordinary soil(loam, clay or sand) including lift upto 1.50 m. and lead upto 30 m. and including filling watering and ramming ofexcavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30 m. from the foundation trenches. (where machine con not reach/move). for building work only(sor-251a) 3 cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (uppwd/sor-2020/281) 4 construction embankment approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table no. 300-2 morth-305. 5 relaying of dismantled dry brick on edge flooring in required pattern with bricks of class desination 150 on a bed of 12mm mud mortar including filling joints with jamuna sand (by using old brick) (labour rate only)ar/gnida 6 apporach road shamshan ghat 7 dry brick on edge flooring in required pattern with bricks of class designation 150 on a bed of 12 mm mud mortar, including filling joints with jamuna sand, with common burnt clay non modular bricks.dsr-18/11.2 8 cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (uppwd/sor-2020/281) 9 providing and laying i shaped interlocking tiles rubber moulded 80mm thick precast cement concrete having plan dimension 200 x (160+120mm) with compressive strength not be less than 40mpa (m-40 and weight 5kg, laid in required pattern over and including average 50mm thick compacted bed fine sand and filling the joints with fine sand all complete as per direction of engineer-in-charge with conforming to isi-15658-2006 (sor/a.r) grey colour. 10 m-150 brick work in 1:6 one cement and four coarse sand 1.25 f.m. mortar in foundation and plinth including supply of all material, labour, t&p etc. required for proper completion of the workpwd specification no 6.1.1 11 12mm cement plaster of mix: 1:4 (1 cement : 4 coarse sand) (dsr-2018/13.4.1/ar) 12 cement concrete with 2cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (uppwd/sor-2020/279(a)) 13 plain cement concrete in open foundation complete as per drawing and technical specifications. rcc grade m25 using batching plant transit mixer & manual placing . morth-9.06 d/case-ii 14 reinforced cement concrete in open foundation complete as per drawing and technical specifications. rcc grade m25 using batching plant transit mixer & manual placing . morth-9.06 e/case-ii 15 provide and fixing in position 12mm thickbitumen impregnated fibre board conformingato is: 1838 including cost of primer,sealingcompound in expansion joints. 16 excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50m and lead upto 30m and including filling watering and ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer-in-charge upto a distance of 30m from the foundation trenches. sor-2020/251(a)) 17 providing, laying, jointing and testing of pvcpipe (finolex make ring fit) of following dia 6kg. per sqcm including all specialised fittingetc. as required for complection of work (thecontractor has to arrange the source of waterand require head for testing)90 mm ar/gnida 18 providing and fixing g.i. union in g.i. pipe including cutting and threading the pipe and making long screws etc. complete (new work). 19 15 mm nominal bore (dsr-18/18.46.1/ ar) 20 providing and fixing g.i. pipes complete with g.i. fittings including trenching and refilling etc 21 15 mm dia nominal bore. (dsr-18/18.12.1/ ar) 22 providing and fixing brass ferrule with c.i. mouth cover including boring and tapping the main: 23 15 mm nominal bore (dsr-18/18.20.1/sor) 24 excavation in foundation in ordinary soil(loam, clay or sand) including lift upto 1.50 m. and lead upto 30 m. and including filling watering and ramming ofexcavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30 m. from the foundation trenches. (where machine con not reach/move). for building work only(sor-251a) 25 supply of isi marked rcc s&s np-2 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings. (ar/gnida)250 mm dia np-2 pipe 26 laying of np-2 rcc s&s pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 coarse sand) including testing of joints etc. complete. (ar/gnida)250 mm dia np-2 pipe 27 providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under np-2 pipe of following diameter including centring shuttering but excluding excavation as per approved (ar/gnida) 28 250mm dia np-2 pipear/gnida 29 constructing brick masonary circular typemanhole 0.91m internal dia at bottom anda0.56m dia at top with 100 class designation fpsbricks in cement mortar 1:4 (1 cement: 4 coarsesand) inside and outside above ground levelcement plaster 12mm thick with cement mortar1:3 (1 cement: 3 coarse sand) finished with alfloating coat of neat cement, foundationconcrete 1:4:8 (1 cement: 4 coarse sand: 8graded stone aggregate 40mm nominal size) andamaking necessary channel in cement concrete1:2:4 (1 cement: 2 coarse sand: 4 graded stoneaggregate 20mm nominal size) finished with alfloating coat of neat cement all complete as perastandard design. 30 0.91m deep with sfrc cover and frame (heavyduty hd-20 grade designation) 560mm internaldia meter conforming to is 12592. total weightof cover and frame not less than 182 kg. fixedain cement concrete 1:2:4 (1 cement: 2 coarsesand: 4 graded stone aggregate 20 mm nominalasize) including centring shuttering, supply andfixing poly propelene foot rest & excludingexcavation all complete. sordsr-18/19.9.1.1 31 extra depth of 0.91dia manhole 1.67m deepwith sfrc cover and frame(heavy duty hd-20grade desination) 560mm internal dia meterconformingis 12592. total weight of cover and frame not less than 182kg.fixed in cementconcrete 1:2:4(1cement: 2coarse sandgraded stone)dsr-18/19.10.1.1 32 providing orange colour safety foot rest ofminimum 6 mm thick plastic encapsulated asper is: 10910 on 12mm dia steel barconforming to is: 1786 having minimum crosssection as 23 mmx25mm and over all minimumlength 263 mm and width as 165mm withminimum 112 mm space between protruded legshaving 2 mm tread on top surface by ribbing orchequering besides necessary and adequateanchoring projections on tail length on 138 mmaas per standard drawing and suitable to withastand the bend test and chemical resistance testas per specifications and having manufactureshpermanent identification mark to be visible evendafter fixing, including fixing in manholes with30x20x15 cm cement concrete block 1:3:6 (1cement3 coarse sand: 6 graded stoneaggregate 20 mm nominal size) complete as perdesign. dsr-18/ar 33 excavation in foundation in ordinary soil(loam, clay or sand) including lift upto 1.50 m. and lead upto 30 m. and including filling watering and ramming ofexcavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30 m. from the foundation trenches 34 sewer connection 35 supply of isi marked rcc s&s np-2 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings. (ar/gnida)150 mm dia np-2 pipe 36 laying of np-2 rcc s&s pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 coarse sand) including testing of joints etc. complete. (ar/gnida)150 mm dia np-2 pipe 37 providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under np-2 pipe of following diameter including centring shuttering but excluding excavation. (ar/gnida)150mm dia np-2 concrete cradle 38 constructing masonry chamber 60x60x75 cm. inside, in bricks work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with c.i. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and rcc top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation,foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard designwith f.p.s bricks 39 p/l s.w. intercepting trap in manholes withastiff mixture of cement mortar 1: 1. (1cement: 1 fine sand)150mm diadsr-18/19.34.2 40 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 41 thermo-mechanically treated bars (sail steel) (dsr-18/5.22a.3 42 providing and fixing in cement mortar 1:6 (1cement: 6 fine sand) red sand stone 30mmathick over drain dsr-18/3.9 43 steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. (sail steel) 44 in gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksdsr-18/10.25.2 45 labour cess will be paid extra as per applicable 46 gst will be paid extra as per applicable