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Tender For corrigendum : supply of material for construction work of underground drainage of cementconcretepipe gutter at village chinchgavhan tal chalisgaon dist jalgaon
Tender For construction of cementconcretepipe drain and road at village weltur gram panchayat weltur chacherkar mohhalah ward no 2 shri sewak chacherkar house to shri iswar chacherkar house 2026-27
Tender For construction of cementconcretepipe drain at village weltur gram panchayat weltur kranti nagar ward no 1 shrimati mirabai chacherkar house to ambhora road 2026-27
Tender For construction of cementconcretepipe drain at village weltur gram panchayat weltur kranti nagar ward no 1 shri krushna chacherkar house to ambhora road 2026-27
Tender For construction of cementconcretepipe drain at village weltur gram panchayat weltur diwar mohhalah ward no 5 shri ganesh chacherkar house to shri rekhchand chacherkar house 2026-27
Tender For work of providing electrical repairing material for led lights installed in the municipal area. - providing & laying p.v.c. / xlpe insulated & p.v.c. sheathed un-arrmoured aluminium cable confirming to is:1554 p-i/is:7098 p-1 of 1.1 kv with h4- grade electrolytic aluminium conductor confirming to is 8130 of purity >99.6%, inner / outer sheath confirming to is:5831 in existing rcc/hume/stoneware / pvc pipe/open duct/cable trench / cable tray (with cable tie) including testing etc. as required of following size. oem must have it's 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 1 6x 2 sq. mm. (insulated) , providing & fixing of 240/415 v ac mcb with positive isolation ka breaking capacity (b/c/d tripping characteristic as load and site requirement) 4 kv impulse withstand voltage, isi marked is 8828(1996)/conforming to iec 60898-1 2002, iec 60947-2, low watt losses, trip free mechanisum, energy limiting of class 3 as per iec, minimum phase termination capacity of 35sq.mm., conductor line load reversibility, ip 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 a rating and 10,000 upto 63 a, 5000 for 80 a & above rating including making connections, testing etc. as required. oem shall have submit nabl/cpri / erda accrediated lab type test reports & all as per pre approved by engineer in 0.5 a to 5 a ratin , double pole mcb(with b/c curve tripping characteristics) , four pole mcb (with b/c curve tripping characteristics) , supplying and fixing of aluminium (iec 60105 iso 209-1,2) / copper (iec 60028) bus bar by means of smc / dmc type insulator with standard short circuit withstand capacity, high tensile nuts and bolts spring washers in existing panel including bending, cutting in required shape and size and colour coding with heat shrinkable pvc sleeves. all as per pre approved by engineer in-charge. for additional technical parameters of products/work, refer annexure "a" attached with this bsr. , main panel street light control panel commissioning kiosk type weathe proof panel out door main cubic panel size 750x1250x500 they shall be in two section comaring as follows bsr 2017 (59.57) , supply & drawing wiring for sub mains isi marked (is:694) 110volts grade pvc insulated flat twin core sheathed solid aluminium 4 sq mm 2 core flat
Tender For tender for supply of earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth , 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m , as directed by engineer-in-charge. all kinds of soil , filling available excavated earth (excluding rock) in trenches , plinth , sides of foundations etc. in layers not exceeding 20cm in depth , consolidating each deposited layer by ramming and watering , lead up to 50 m and lift upto 1.5 m , complete as per directions of engineer-in-charge. , providing and laying in position cementconcrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level 1-3-6 (1 cement - 3 coarse sand (zone-iii) -6 graded stone aggregate 20 mm nominal size) , complete as per directions of engineer-in-charge. , providing and laying in position specified grade of reinforced cementconcrete , excluding the cost of centering , shuttering , finishing and reinforcement - all work up to plinth level 1-1.5-3 (1 cement - 1.5 coarse sand (zone-iii)- 3 graded stone aggregate 20 mm nominal size) , complete as per directions of engineer-in-charge. , steel reinforcement for r.c.c. work including straightening , cutting , bending , placing in position and binding all complete above plinth level and below plinth level.thermo-mechanically treated bars of grade fe-500d or 550d , complete as per directions of engineer-in-charge. , centering and shuttering including strutting , propping etc. and removal of form as per directions of engineer-in-charge at all leads and lifta) in foundations , footings , bases of columns , etc.complete as per directions of engineer-in-charge. , centering and shuttering including strutting , propping etc. and removal of form as per directions of engineer-in-charge at all leads and liftb) in superstructure columns , lintels , beams , plinth beams , roofs etc. , complete as per directions of engineer-in-charge. , dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete , complete as per directions of engineer-in-charge. , supplying and filling in plinth with sand under floors , including watering , ramming , consolidating and dressing complete , complete as per directions of engineer-in-charge. , demolishing r.c.c. work manually or by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer - in- charge. , neat cement punning , providing and grouting of pockets with cementitious grout non shrink of approved make by suitable means free flowing pump curing etc complete as per directions of engineer in charge the payment shall be made on the basis of actual weight of approved grout used as per directions of engineer in charge , structural steel work riveted , bolted or welded in built up sections , and framed work like purlins , frames , trusses etc. including cutting , hoisting , fixing in position and applying two coats of synthetic enamel paint over a coat of approved steel primer , complete as per directions of engineer-in-charge.. , providing , laying and jointing glazed stoneware pipes of 150mm dia pipe of class sp1with stiff mixture of cement mortar in the proportion of 1ratio1 1 cement 1 fine sand including testing of joints etc complete as per directions of engineer in charge , constructing masonry chamber 120x120x100 cm inside , in brick work in cement mortar 1-4 (1 cement - 4 coarse sand) for sluice valve , with c.i. surface box 100 mm 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 20 mm nominal size) , ic 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) 12 mm