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corporations/Associations/Others

TRN :49022685 | 10 May, 2025

Tender Value : 10.32 Lacs

Kanpur - Uttar Pradesh

Tender for tender for 29-construction of entrance gate in gram panchayat bhaura block-sumerpur - steel work in built up tubular (round hollow tubes ),trusses etc. including cutting ,hoisting ,fixing in position and applying a priming coat of appd. steel primer including welding and bolted with special shaped etc. comp. in all respect hot finished seamless type tubes /pole dsr code no 10.16.2 2 s/f of 25.00mm long steel polished screw with washer 3 painting work with three coat of appd. synthetic enamel paint with one coat of primer 4 construction of r.c.c. foundation size 1.80x1.80mtr. and 1.80 mtr deep for builtup overhead structure including earth work in execavation 150mm thick lean concrete in 1:4:8 cement and coarce sand and 40mm gauge stone ballast r.c.c. with 1:1.5:3 cement ,coarse sand and 20mm stone grite including supply and groutingnof 25mm dia foundation bolt(600mm longas per provision of structure including cost of reinforcement and shuttering including all material ,labour t&p etc. required for proper completion of work including cartage up to site and all taxes labour cess etc. all complete work as per direction of e/i earth work in execavation in foundation by mech. means dsr code no 2.6.1 5 sand filling in foundationdsr code no 2.27 6 lean concrete in 1:4:8 infoundation dsr code no 4.1.8 7 r.c.c. 1:1.5:3 in foundation up to ground level dsr code no 5.1.2 a 8 reinforcement 2% of r.c.c. dsr code no 5.22a.1 9 trasportation .labour charges, t&p such as hydra and other tools etc. 10 providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 04 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered with high intensity prismatic sheeting type iv as per irc 67 2012 retro reflective sheeting with back frame ms angle of 35x35x5 mm. legends, letters, numerals and borders etc should be as per morth specification no-801.37 the sheeting shall have a pressure sensitive adhesive of the aggressive-tack type requiring no heat solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer the acm (aluminium composite materials) shall be fixed on the back frame ms angle with riveting. micro prismatic type iv retro reflective sheeting (confirming to astm d4956- 09 shall be pressure fixed the retro reflective sheeting (shall be tested for a certificate or having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility liner removal, adhesion, impact resistance, specular gloss and fungus resistance meeting the requirement of three years outdoor weathering of the sheeting as per irc 67-2012 & proof of the same report shall be uploaded which quoting (tende: the rate shall include all materials labour t&p transportation, installatic and incidentals all complete as per direction of the engineer-in-charge morth 801 s.i. no 11 lucknow sor

corporations/Associations/Others

TRN :49023085 | 10 May, 2025

Tender Value : 10.32 Lacs

Kanpur - Uttar Pradesh

Tender for tender for 27-construction of entrance gate in gram panchayat pachkhura block-sumerpur - steel work in built up tubular (round hollow tubes ),trusses etc. including cutting ,hoisting ,fixing in position and applying a priming coat of appd. steel primer including welding and bolted with special shaped etc. comp. in all respect hot finished seamless type tubes /pole dsr code no 10.16.2 2 s/f of 25.00mm long steel polished screw with washer 3 painting work with three coat of appd. synthetic enamel paint with one coat of primer 4 construction of r.c.c. foundation size 1.80x1.80mtr. and 1.80 mtr deep for builtup overhead structure including earth work in execavation 150mm thick lean concrete in 1:4:8 cement and coarce sand and 40mm gauge stone ballast r.c.c. with 1:1.5:3 cement ,coarse sand and 20mm stone grite including supply and groutingnof 25mm dia foundation bolt(600mm longas per provision of structure including cost of reinforcement and shuttering including all material ,labour t&p etc. required for proper completion of work including cartage up to site and all taxes labour cess etc. all complete work as per direction of e/i earth work in execavation in foundation by mech. means dsr code no 2.6.1 5 sand filling in foundationdsr code no 2.27 6 lean concrete in 1:4:8 infoundation dsr code no 4.1.8 7 r.c.c. 1:1.5:3 in foundation up to ground level dsr code no 5.1.2 a 8 reinforcement 2% of r.c.c. dsr code no 5.22a.1 9 trasportation .labour charges, t&p such as hydra and other tools etc. 10 providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 04 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered with high intensity prismatic sheeting type iv as per irc 67 2012 retro reflective sheeting with back frame ms angle of 35x35x5 mm. legends, letters, numerals and borders etc should be as per morth specification no-801.37 the sheeting shall have a pressure sensitive adhesive of the aggressive-tack type requiring no heat solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer the acm (aluminium composite materials) shall be fixed on the back frame ms angle with riveting. micro prismatic type iv retro reflective sheeting (confirming to astm d4956- 09 shall be pressure fixed the retro reflective sheeting (shall be tested for a certificate or having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility liner removal, adhesion, impact resistance, specular gloss and fungus resistance meeting the requirement of three years outdoor weathering of the sheeting as per irc 67-2012 & proof of the same report shall be uploaded which quoting (tende: the rate shall include all materials labour t&p transportation, installatic and incidentals all complete as per direction of the engineer-in-charge morth 801 s.i. no 11 lucknow sor

corporations/Associations/Others

TRN :49024378 | 10 May, 2025

Tender Value : 7.20 Lacs

Kanpur - Uttar Pradesh

Tender for tender for 38-construction of mokshdham at gram chakothi block- chakothi - boring of 25cm dia piles of double under reamed of 50cm dia of bulb and 3.60 meter depth in b.c. soil with hand operated auger machine 2 r.c.c . work in cement coarse sand and 20mm gauge stone gride in proportion 1:2:4 in piles grade beam excluding supply of reinforcement and also including supply of all material labour t&p centeringand shuttering etc. 3 r.c.c . work in cement coarse sand and 20mm gauge stone gride in proportion 1:2:4 in columns excluding supply of reinforcement and also including supply of all material labour t&p centeringand shuttering etc. 4 m-150 brickwork in 1:6 cement and fine sand mortor including cost of material , labour, t&p complete 5 m-150 brickwork in 1:6 cement and fine sand mortor including cost of material , labour, t&p complete in super structure 6 r.c.c . work in cement coarse sand and 20mm gauge stone gride in proportion 1:2:4 in lintel t-beam, slab excluding supply of reinforcement and also including supply of all material labour t&p centeringand shuttering etc. lintel 7 m.s. work in r.c.c. incluing supply of steel its wastage and hooks and authorised overlap 8 earth work in filling by cartage of earth from 1.00km by tractor trolly. 9 12mm thick plaster work in 1:4cement and fine sand mortor 10 coarse sandfilling under floor 11 laying of pcc in 1:6:12 cement ,sand and 40mm stone ballast in base concrete 12 laying of 80mm thick rouble moulded interlocking concrete pavment as per drawing and design clause 1501 13 p/applying white cemnent based putty of avg. thickness 1mm of appd. brand over the plastered wall surface to prepare to surface even and smooth 14 finishing wall tex tured exterior paint of required shad : new work ( two or more coat) @3.28ltr /10sqm over and including priming coat of exterior primer applied @2.20kg /10sqm 15 12 mm thick plaster in 1:2 cement and coarse sand mortor over slab 16 site clearence before and after completion the work 17 imformation board + photography 18 installation of hand pump 19 tranpotation of handpump material and t&p from divi. store to site of work 20 hiring charge of necessary t&p and equipment requried for instalation of handpump cutter , wire rope lamps wooden planks ,loading arrengment for palm and presser for com. days including excavation of pit and water etc. complete 21 p/ of india mark hand pump machine and pipe etc 22 standerd deepwell hand pump machine complete 23 140mm pvc pipe 8kg per sqm 24 p/ o 32mm diameter gi pipe b class all completion 25 to make vertical bore 150mm dia boring by hand boring in following depthsin soil mixed with morum /shingle /kankar the depth of bore shall be according to strata condition this shall be decited by eng. i/c 26 0-30m 27 31-50 28 51-60 29 s/f of end cap 110 mm dia required including all material labour t&p 30 s/f of nylon meshrequired including all material labour t&p 31 preparation of assembly as per eng. i/c and lowering of assembly consisting of110mm dia pvc pipe 6kg/sqcm, 1 kg /sqcm, 10 kg /sqcm and testing ets vertically along with stainer pipe fitted at bottom . 32 0-45m 33 45- above bgl 34 s/filling coarse sand arround stainer ( up to 3 mtr. from the bottom of stainer and filling of bentonite between bore hole and casing pipe including all material labour t&p 35 lowring of 32mm dia gi pipe with ets cutting , threding etc. com. 36 development of drilled bore hole sand till free yield of water is achieved in newly constructed bore hole including all material labour t&p etc. com. and installation of india marka ii hndpump (padestal) its position and its centering 37 disaffection by chlorination work of development work of after handpump installation after devlopment including supply of all chemicals required. 38 const. of pcc plateform in 1:2:4 of size 1.85 mtr. dia as deparmental type design for india marka handpumpe 39 const. of pccdrain in 1:2:4as deparmental type design complete 40 embossing on pedestal as per direction of eng.i/c 41 provision for testing of water sample in district water qlty.lab of newly installed handpumpe

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