short dated tender - tender for construction of jain muni vidha sagar maharaj jee circle, widening and fawara works in kekri , earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of engineer for following depths, below natural ground / road top level.in all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.depth upto 1.5 m , providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level : 1:4:8 (1 cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size) , providing and laying in position specified grade of reinforced cement concncrete excluding the cost of centring, shuttering, finishing and reinforcement - all work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) , reinforcement for reinforced cement concrete work at all levels including straightening,cutting, bending, placing in position and binding all complete.mild steel and medium tensile steel bars. , random rubble masonry with hard stone in foundation and plinth :cement mortar 1:4 (1 cement : 4 coarse sand) , brick work with fps bricks of class designation 75 in foundation and plinth in: cement mortar 1:4 (1 cement : 4 coarse sand , stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. white sand stone , add extra for decorative/ornamental stone carving work with fine finish making motifs, flowers, geometrical designs etc.as per direction of engineer in-incharge. , cement plastering including t&p, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including providing /mixing of synthetic fibers compulsorily complying with is 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of cement i.e. 125 gms per 50 kg cement up to 900 gms per cum of concrete/ mortar. 1:4 (1 cement : 4 fine/ coarse sand) , supplying and fixing machine cut dressed 75 mm pink sand stone (bansi paharpur) dasa/ coping with ornamental shape having moulding and pan shape engraving as per required pattern with engraving depth of 5 mm (average) in single piece of length 90 cm to be laid on cement mortar 1:4 (12 to 20mm thick) including pointing with admixture of pigment matching with the stone shade , stone work (machine cut edges) for wall lining etc. (veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (to be secured to the backing by means of cramps which shall be paid for separately) :white sand stone - exposed face machine cut and table rubbed with rough backing.50 mm thick , making mehrabs, arches, pillars, highly decorative creepers, flower of small sizes etc.in lime surkhi plaster (1:2) as per b248old traditional practices (arches, mehrabs) in three coats for base course and subsequent course and loi tamping, beating till the shrinkage cracks are isappear than making ornamental lowering/design etc. the work is to done with all leads and lifts as per work of restoration nature as per jaipur practice. , providing and fixing stone jali 50mm thick red/pink sand stone as per ornamental design to fixed with white cement/epoxy mortar including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade , providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimun compressive strength of 300 kg/ sq cm. the cement concrete paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. laying procedure on compacted sub-base as defined. complete job is to be executed as per the instruction of engineer incharge. the rates to be inclusive of all lead & lifts etc. complete as per specifications. , supplying and stacking good earth at site of work. note: 1) loading, unloading and carriage to be paid extra as per actual lead. 2) earth measured in stacks will be reduced by 20% foe payme , supply installation testing and commissioning of dewatering submersible motor pump set, motor should be ie2 class as per iec 60034-2-1: 2007, iec 60034-30: 2008, & is12615:2011. with ss impellor, body, shaft, mechanical seal etc. as required. pump shall have following hp rating, phase, head, minimum discharge respectively complete in all respect. oem shall have submit nabl / cpri / erda accrediated lab type test certificate before execution. all as per pre approved by engineer in-charge. for additional technical parameters of products/ work , refer annexure a attached with this bsr. 3.0 hp, 3-ø, (5 - 20)mtr, (810 - 126) lpm , & f of ip 68 protected led underwater light system with die cast housing, toughened glass diffuser, 9 x 1w, 12v dc led lamps with dynamic color changing capability available in quick connecting cable coupled with various mounting accessories. ability to create 16.7 million uniform, smooth and brilliant colors without revealing any lamp image. available in 5 colors - amber, green, blue, red and white. , providing & laying p.v.c. / xlpe insulated & p.v.c. sheathed un-armoured copper cable confirming to is:1554 p-i / is :7098 p - i of 1.1 kv with electrolytic grade copper made of copper rods confirming to is 613-1964, of purity 99.7 %, inner / outer sheath confirming to is:5831 in existing reinforced cement concrete / hume / stoneware / pvc pipe/ open duct/cable trench / cable tray (with cable tie) including testing etc. as required of following size. oem must have its own in house nabl accrediated laboratory for testing procedure as per is:10810 for additional technical parameters of product / work refer annexure a attached with this bsr 2 core x 1.5 sqm , 4 core x 1.5 sqm , 3 core x 4 sqm , supply & fixing of gi pipes confirming to is : 1239 p - 1 ( 2004 ) with flanges duly screwed & welded including rubber washer, nuts & bolts of 8mm dia complete in all respect.all as per pre approved by engineer in-charge. for additional technical parameters of products/ work , refer annexure a attached with this bsr. class 65mm dia , supply installation testing and commissioning of street light controller (slc) based on plc, including software and hardware, 140-270 vac, inbuilt surge protection of 10kva, capacity up to 300w, on/off/dimming of individual streetlight/floodlight, ingress protection ip65 , p & f 1st quality vitrified porcelain polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufacture) with water absorption less than 0.08% and conforming to is 15622 of approved make in all colour and shade, laid with 20 mm thick cm 1 : 4 including grouting the joints with white cement and matching pigment etc complete. 450 mm x 450 mm , supply and planting following in poly bags / earthen pots well branched, well established & free from disease of 600 mm min. height shurbs at site in 0.45 m dia holes, 0.45 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required furcaria with 10-12 leaves (cactus) , phonenix sylvertris (date palm) , construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per mort&h specification claus e 305. (lead taken upto 5 km) , providing, laying, spreading and compacting of granular sub-base by providing close graded material, mixing in a mechanical mix plant at omc, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per mort&h specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion grading - iii material , providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (wmm) base coursecomprising ofgraded stone aggregate and granular material conforming tomort&h specifications (table 400-ii) in layers of equal compacted thickness each consolidated, including pre-mixing the material withwater at omc in mechanical mixer (pug mill), carriage of mixedmaterial by tippers to site, laying in uniform layers in base course ona well prepared sub-base/ base course and compacting with powervibratory-roller to achieve the desired density complete as per mort&h specification clause - 406 including all material, labour,machinery, lighting, guarding and maintenance of diversion. , providing and applying primer coat over prepared surface ofgranular base with bitumen emulsion as per is : 8887 and approvedquality @ 0.6 kg/sqm with the help of spray set fitted on bitumencontainer (boiler) after cleaning the surface including removing ofbinding material and other foreign matter with wire brushes andsmall picks, sweeping with brooms or soft brushes and finallydusting with old gunny bags and compressed air to receivebituminous treatment complete as per clause 502 of mort&hspecification including all material, labour, machinery, lighting,guarding and maintenance of diversion. , providing and applying tack coat on the prepared surface withbitumen emulsion as per is: 8887 and approved quality @ 0.2kg/sqm with the help of spray set fitted on bitumen container (boiler) after cleaning the surface with brooms or soft brushes and finallydusting with old gunny bags and compressed air to receivebituminous treatment complete as per clause 502 of mort&hspecification including all material, labour, machinery, lighting,guarding and maintenance of diversion. , providing and laying bituminous macadam in 50/75 mm compacted thickness on prepared surface with specified graded crushed stone aggregates as per table 500-4, grading-ii for base/ binding course, loading of aggregate with f.e. loader, heating and mixing of stone aggregate and bitumen in computerised hot mix plant, transported to site by tippers to paver, laid over a previously prepared surface with paver finisher fitted with electronic sensing device to the required grade, level and alignment and rolling with power roller and vibratory compactor as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per clause 504 of mort&h specification and including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of primer/ tack coat. with bitumen vg-grade 30 @ 3.4% (percentage by weight of total mix) , providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including cost of anti-stripping compound minimum 1% in lime/cement as per design wherever required), including loading of material with f.e. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat.with bitumen vg-grade 30 , providing and applying premixed seal coat type b comprising of thin application of fine aggregate 0.06 cum/ 10 sqm premix with bitumen binder @ 6.8 kg/ 10 sqm (including cost of anti-stripping compound minimum 1% in lime/cement as per design wherever required) laying with paver finisher with electronic sensor control and rolling with power roller 8-10 tonne complete as per clause 513 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. with bitumen vg-grade 30