Tender For construction of cc/rccfoundation, construction of approach road, plinth, hard standing area to suit ch-14 jaybee (e-2000) rig outfit for any locations or multiple locations in baghjan and mechaki area including supply of all materials excluding cement
Tender For providing and supplying spare parts for all type of borewell as per requirement in b.n.c.m.c. area 2026-2027 - providing and supplying spare parts for all type of borewell as per requirment in bncmc area 2026-2027, :item no. 1 : providing and laying in trenches following mm dia. medium grade having embossed as isi mark galvanised iron pipes ?of kilogram/meter necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint, 2 coats including removing existing pipe line if necessary and conveying and stacking the same in pwd chowky or as directed etc. complete. pwd ssr 2022-2023 pg no 268 41.20,41.21 25 mm dia, 32mm dia, item no. 2 : providing and supplying blue mdpe pipes conforming to iso 4427:1996 manufactured from virgin resin pe 80 food grade compounded raw material having blue colour only with quality assurance certificate from quality agencies like wrc / cipet (india) / dvgm / kiwa / spgn etc. for usage in drinking water system. the cost shall include testing of all materials, inspection charges, transportation up to store, transit insurance, loading, as specified and directed, unloading,stacking excluding gst levied by goi & gom in all respect, etc. complete as specified and directed.mjp dsr 2023-24 pg no 128/1/b 25 mm dia, 50 mm dia, item no 3 providing, erecting and giving test of centrifugal monoblock pump set conforming to is 9079 operating at 2900 rpm with ci impeller, priming funnel, cock, suitable flanges at suction and delivery side. pump shall have common shaft for pump and motor. motor shall be suitable for working on 415 v 10%, 3 ph, 50 hz a.c. supply. motor shall be tefc type. pump set shall be suitable for working at various discharge and head requirements. pump shall be erected on provided c.c. foundation block with suitable foundation bolts grouted in c.c. foundation block.centrifugal monoblock pump set (single stage) mjp mech.csr 2023-24 pg no 5 pm 2-1-5] 10 hp, item no 4 : supplying and erecting submersible pump 150 mm dia (with bronze / stainless steel (cf8m) impeller) up to 8 stages mjp mech.csr 2023-24 pg no 01 pm 1-2-1,pm 1-2-2] 1.5 hp, 2.0 hp, item no 5 supplying & erecting pressure booster pump, single phase, 50c/s, a.c.supply of 0.75 kw/ 1 h.p., with discharge of 480 to 13 lpm for 10 to 50 mtrhead & 25 mm suction/ 25 mm delivery pipe, for domestic pressure boosting applications pwd ele csr 2022-2023 pg no 206 12-6-2, item no 6 supplying & erecting pressure booster pump, single phase, 50c/s, a.c.supply of 0.375 kw/ 0.5 h.p., with discharge of 120 to 12 lpm for 10 to 40mtr head & 25 mm suction/ 25 mm delivery pipe, for domestic pressure boosting applications. pwd ele csr 2022-2023 pg no 206 12-6-1, item no. 7 supplying & erecting automatic control panel for 1 ph, 230 volt, a.c. submersible/centrifugal pump set up to 3 hp consisting of dol starter of suitable relay range s.p.p., combined ammeter/ voltmeter, phase indicating lamp enclosed in crca powder coated vibration proof enclosure with ip 54 protection. pwd ele csr 2022-2023 pg no 220 12-4-20, item no.8 supplying & erecting automatic control panel for 3 phase , 415 volt, a.c, submersible/centrifugal pump set up to 7.5 hp consisting of dol starter having relay range 9-14 amp,s.p.p., combined ammeter/ voltmeter, phase indicating lamp enclosed in crca powder coated vibration proof enclosure with ip 54 protection. control panel should offer single phasing, phase reversal, phase imbalance etc .pwd ele csr 2022-2023 pg no 204 12-4-17, item no. 9 supplying and erecting d.o.l. starter 400v. 3 phase, 50cycles with no volt coil and overload element with necessarymaterials and connected to supply for 10 h.p., item no 10 supplying & erecting flat flexible 3 core 2.5 sq.mm pvc sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete.pwd ele csr 2022-2023 pg no 220 12-4-8, item no. 11 supplying, erecting & terminatin
Tender For cc interlocking paver blocks providing and laying 100mm thick factory made cement concrete interlocking paver block of m -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (bis 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge. ,providing, lowering, laying in trenches, aligning, fixing in position and jointing ductile iron (di) isi marked k-7 grade sands pipes as per is:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (epdm/sbr) joints as per is: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per technical specifications and as per direction of engineer. , earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. all kinds of soil. ,demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 2. nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size)
Tender For cc interlocking paver blocks providing and laying 100mm thick factory made cement concrete interlocking paver block of m -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (bis 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge. , fixing bell mouths bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the engineer-in-charge. size of the main with which connection is to be made. 1. up to 200 mm internal diametre ,filter media providing and fixing cast iron detachable joints class-15 marked with is: 8794 for use with asbestos cement pressure pipes complete with 2 nos. rubber rings marked with is:5382 and is:10292 and appropriate number of nut and bolts marked with is:1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the engineer-in-charge. (excavation will be paid separately) 2. 100mm i/d cid joint, earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. all kinds of soil.,demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 2. nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) , cement concrete (cast in situ) providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size) ,cement concrete (cast in situ) providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 6. 1:4:8 (1 cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm nominal size),rain water spouts and pipes providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 2. 110 mm diameter
Tender For cc interlocking paver blocks providing and laying 100mm thick factory made cement concrete interlocking paver block of m -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (bis 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge. , fixing bell mouths bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the engineer-in-charge. size of the main with which connection is to be made. 1. up to 200 mm internal diametre ,filter media providing and fixing cast iron detachable joints class-15 marked with is: 8794 for use with asbestos cement pressure pipes complete with 2 nos. rubber rings marked with is:5382 and is:10292 and appropriate number of nut and bolts marked with is:1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the engineer-in-charge. (excavation will be paid separately) 2. 100mm i/d cid joint, earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. all kinds of soil.,demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 2. nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) , cement concrete (cast in situ) providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size) ,cement concrete (cast in situ) providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 6. 1:4:8 (1 cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm nominal size),rain water spouts and pipes providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 2. 110 mm diameter
Tender For procurement of manholes and materials for repairs and maintance to ugd pipelines in vikarabad municipality under municipal general funds - raising of existing manholes to additional height by laying cc (1:3:6) cover bed block of clear dia 0.56m including the cost and conveyance of all materials and curing for 21 days complete all taxes seignarage charges as per specification etc complete. , phe-ljsw-13: supply, lowering and laying in ready made trench true to alignment and gradient, jointing, and testing of stone ware pipes including cost of jointing material such as cement mortar (1:1) proportion and spun yarn including cost and conveyance of pipe. (reference to specifications bis no. 6530/72) - 150mm dia , manufacture as per bis:12592 (part 1&2) supply & delivery of manhole covers and frames with isi marking anywhere in t.g., f.o.r. destination including, loading, un-loading & stacking at site but excluding all taxes, as applicable.i.s.i mark - h.d.-20 with 500mm dia clear opening , earthwork in excavation for pipeline trenches as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per technical specification 305 mord / 304 morth (rbr-fndn-1 -manual means) , dismantling of cement concrete benching around the manhole frame carefully without damaging the frame and removal and refixing of manhole frame true to alignment and gradient of the road as directed by the engineer in charge including cost of labour etc. complete for finished item of work. , cutting opencc road surface (as well as asphalt concrete upto 75 mm thick ) including water bound macadam and stacking of excavated materials for pipe line trench work. as directed by the departmental officers. , construction of sewer circular conical manhole as per type design using flyash bricks of size 290 x 225 x 140 mm having minimum crushing strength 75 kgs per sqm as per is:12894-1990 - class - 7.5 using sulphete resisting cement in cm (1:6) prop; including cc (1:4:8) bed for foundation and of m15 (1:2.5:5) prop. using 20mm hg metal for benching and channels, inside plastering with 20mm thick using sulphete resisting cement in cm (1:3) prop; and outside plastering with 20mm thick using opc in cm (1:3) prop; the foundation concrete in cc (1:4:8) prop. using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with cm (1:3) prop. on both the sides including excavating pits upto required depth in all types of soils and supply and fixing of 560mm dia manhole frame and cover (hd-20) and pvc encapsulated steps including cost & conveyance of all material, labour and all other incidental and operational charges etc., complete
Tender For one panchayath one playground-establishment of sports infrastructure facilities at kalavayal ground in puthenkurish grama panchayath in kunnathunadu lac, ernakulam- supply and installation of open gym equipment - retender - open gym equipments, od48095/2026-2027 rower - supply and installation of rower having the following specifications: dimensions: (l x w x h) = 1472 x 915 x 1040 mm. upper and bottom pipes 88mm od b class gi pipe. foundation plate m.s. round plate of 250 mm & 8 mm thick. handle - 33 mm od b class g.i pipe. angle between handle and horizontal surface is 75 - 80 degree. linkages 48 mm od b class g.i. pipe. seat & back rest 380 x 275 x 60mm thick high-density polyethylene (hdpe) blow molded with m10 integrated wall thickness 3 to 4 mm. foot resting pipe - 60 mm od b class g.i. pipe. end closing cap dome shape made by pp / nylon / hdpe material. closing caps pp / nylon / hdpe material. foundation stool: made from main pipe 88 mm od m.s pipe and top support of m.s. round plate of 250 mm & 8mm thickness is welded at top. square tube of 30 x 30 x 2 mm must be used to support center pipe.height of stool is 3 ft. foundation stool is embedded in c.c. stock below ground level. pin 25 mm m.s. bright bar pin. circlips a 24 circlips are used for assembly. bearing bushes - 60 mm od seamless pipe / bar. bearing- use is 6005 permanent lubricated reputed brands. grips high quality rubber 46 mm od. coating - best quality of powder coating 80 -120 micron. safety instructions and exercise chart - start & finish position stick on product. all joints must be welded as per is standards and zinc primer paint should be applied at all the welding points prior to finishing. (foundation shall be min m20 cc and design shall be approved by the engineer-in -charge before installation.), od48569/2026-2027 cross trainer (double) - supply and installation of double cross trainer having the following specifications: dimensions: (l x w x h) 2280 x 550 x 1650 mm. main frame- made of 88 mm od ?b? class gi pipe dually bending design. foundation plate ? m.s. round plate of 250 mm & 8 mm thick. paddle vertical support - 42 mm od ?b? class gi pipe. handle - 33 mm od ?b? class gi pipe dually bending design. leg movement frame ? 50 mm x 50 mm x 2 mm thick square pipe. footrest - cast iron 124 x 296 x 5 mm thick and m.s. plate of 2 mm thick use for to support it. top closing cap ? dome shape made by pp / nylon / hdpe material. closing cap?s? pp / nylon / hdpe material. foundation stool: made from main pipe 88 mm od b class g.i. pipe. and top support of m.s. round plate of 250 mm & 8 mm thickness is welded top. square tube of 30 x 30 x 2 mm must be used to support center pipe. height of stool is 3 ft. foundation stool is embedded in c.c. stock below ground level. grips - high quality rubber. bearing- use is 6005 permanent lubricated reputed brand. bearing bushes - 60mm od seamless pipe. pin made of 25mm m.s. bright bar. circlips a 24 circlips are used for assembly. coating - best quality of powder coating 80-100 micron. safety instructions and exercise chart - start & finish position stick on product. all joints must be welded as per is standards and zinc primer paint should be applied at all the welding points prior to finishing. (foundation shall be min m20 cc and design shall be approved by the engineer-in -charge before installation.), od48098/2026-2027 air walker - supply and installation of air walker having the following specifications: dimensions: (l x w x h) 1190 x 380 x 1244 mm. main frame- ø 88 mm od "b" class gi pipe dually bending design.foundation plate- m.s. round plate of ø 250 mm & 8 mm thick. paddle ø 42 mm od round gi pipe. handle - ø 33 mm od "b" class gi pipe. footrest - cast iron 124 x 296 x 5 mm thick and m.s. plate of 2 mm thick use to support it. top closing cap dome shape made by pp / nylon / hdpe material. closing cap's - pp / nylon / hdpe material. bracket - 8 mm thick laser profile is used to s
Tender For one panchayath one playground -development of jai hind stadium in njarackal grama panchayath in vypin lac, ernakulam district-supply and installation of open gym equipment - outdoor gym equipments, od268048/2025-2026 chest press (double) - supply and installation of double chest press having the following specifications: dimensions: (l x w x h) 1955 x 710 x 1900 mm. main center pipe - ø 114 mm od “b” class gi pipe. foundation plate –m.s. round plate of ø 250mm & 8 mm thick. foundations cover capdome shape of pp / nylon / hdpe material. remaining frame -made up of ø 48 mm od “b” class g.i. pipe. handle - made up of ø48mm od “b” class g.i. pipe. link - made up of ø 48 mm od “b” class g.i. pipe. seat & back rest – 380 x 275 x 60 mm thick high-density polyethylene (hdpe) blow molded with m10 in-sert wall thickness 3 to 4 mm. bearing bush closing cap’s– pp / nylon / hdpe material. handle must be connected with frame by 8 mm laser cutting ms profile. top closing cap – dome shape made by pp / nylon / hdpe material. foundation stool: made from main pipe ø 88 mm od m.s pipe and top support of m.s. round plate of ø 250 mm & 8 mm thickness is welded top. square tube of 30 x 30 x 2 mm must be used to support center pipe.height of stool is 3 ft. foundation stool is embedded in c.c. stock below ground level. bearing - use is 6005 permanent lubricated reputed brands. pin – made up of ø 25 mm m.s. bright bar pin. bearing bushes - ø 60 mm od seamless pipe. grips - high quality rubber ø 46 mm od. circlips–a 24 circlips are used for assembly. coating - best quality of powder coating 80-120 micron. safety instructions and exercise chart - start & finish position stick on product. all joints must be welded as per is standards and zinc primer paint should be applied at all the welding points prior to finishing. (foundation shall be m20 cc and design shall be approved by the engineer-in -charge before installation.), od268050/2025-2026 air walker - supply and installation of air walker having the following specifications: dimensions: (l x w x h) 1190 x 380 x 1244 mm. main frame- ø 88 mm od ?b? class gi pipe dually bending design. foundation plate?m.s. round plate of ø 250 mm & 8 mm thick. paddle? ø 42 mm od round gi pipe. handle ? ø 33 mm od ?b? class gi pipe. footrest - cast iron 124 x 296 x 5 mm thick and m.s. plate of 2 mm thick use to support it. top closing cap ? dome shape made by pp / nylon / hdpe material. closing cap?s -pp / nylon / hdpe material. bracket - 8 mm thick laser profile is use to support paddle frame. foundation stool: made from main pipe ø 88 mm od m.s pipe and top support of m.s. round plate of ø 250 mm & 8 mm thickness is welded top. square tube of 30 x 30 x 2 mm must be used to support center pipe.height of stool is 3 ft. foundation stool is embedded in c.c. stock below ground level. bearing- use is 6005 permanent lubricated reputed brands. pin?s ? ø 25mm m.s. bright bar pin. circlips? a 24 circlips are used for assembly. bearing bushes -ø 60 mm od seamless pipe. coating - best quality of powder coating 80-120 micron. safety instructions and exercise chart - start & finish position stick on product. all joints must be welded as per is standards and zinc primer paint should be applied at all the welding points prior to finishing. (foundation shall be m20 cc and design shall be approved by the engineer-in -charge before installation.), od268054/2025-2026 rower - supply and installation of rower having the following specifications: dimensions: (l x w x h) = 1472 x 915 x 1040 mm. upper and bottom pipes - 88 mm od b class gi pipe. foundation plate m.s. round plate of 250 mm & 8 mm thick. handle - 33 mm od b class g.i pipe. angle between handle and horizontal surface is 75 - 80 degree. linkages 48 mm od b class g.i. pipe.seat & back rest 380 x 275 x 60mm thick high-density polyethylene (hdpe) blow molded with m10 in-sert wall thickness 3 to 4 mm. foot resting pipe - 60 mm od b class g.i. pipe. e
Tender For construction of c.c. approach road, r.c.c. retaining wall and porta cabin foundation for 2 numbers weigh bridge (wb 4 and wb5 5) at jiling mines of barbil region in the district of keonjhar
Tender For one panchayath one playground - development of vankulathuvayal stadium in azhikode grama panchayath in azhikode lac, kannur -supply and installation of outdoor gym equipment - retender - open gym equipment, od405580/2025-2026 horse rider - supply and installation of horse rider having the following specifications: dimensions: (l x w x h) 1140 x 400 x 1400 mm. main frame - 114 mm od b class gi pipe. foundation plate m.s. round plate of 250 mm & 8 mm thick. foundation cover cap - dome shape of pp / nylon / hdpe material. remaining frame is made by 48 mm od b class gi pipe. seat frame is made by 48 mm od b class gi pipe. seat position must be horizontal to 110 -120 degree. link- made up of 48 mm od b class g.i. pipe. angle between link and ground position is 10-20 degree. handle - 33 mm od b class gi pipe. paddle vertical support - 60 mm od b class gi pipe. handle frame- 42 mm od b class gi pipe dually bending design. foot pipe - 33 mm od b class gi pipe. support frame 10 mm thick ms flat is used. seat- dimension 320 x 270 x 100 mm blow moulded wall thickness 4mm material hdpe. bearing bush closing cap pp / nylon / hdpe material. foundation stool: made from main pipe 88 mm od m.s pipe and top support of m.s. round plate of 250 mm & 8 mm thickness is welded at top. square tube of 30 x 30 x 2 mm must be used to support center pipe. height of stool is 3 ft. foundation stool is embedded in c.c. stock below ground level. bearing - use is 6005 permanent lubricated reputed brand. bearing bushes - 60mm od seamless pipe. pin made of 25 mm m.s. bright bar. grips - high quality rubber 46 mm od. circlips a 24 circlips are used for assembly. coating - best quality of powder coating 60 to 70 micron. safety instructions and exercise chart - start &finish position stick on product. all joints must be welded as per is standards and zinc primer paint should be applied at all the welding points prior to finishing. (foundation shall be m20 cc and design shall be approved by the engineer-in -charge before installation.), od405586/2025-2026 leg press (double) - specifications: dimensions: (l x w x h) = 1676 x 400 x1500 mm. main frame - 114 mm od ?b? class gi pipe. foundation plate m.s. round plate of 250 mm &8 mm thick. foundations cover cap - dome shape of pp / nylon / hdpe material. link - is 60 mm od b? class gi pipe. seat frame - 42 mm od b class gi pipe. leg press back rest should be angled in 120 -130 degree. footrest - cast iron 124 x 296 x 5 mm thick and m.s plate of 2 mm thick use to support it. seat & back rest ? 380 x 275 x 60 mm thick high-density polyethylene (hdpe) blow molded with m10 integrated wall thickness 3 to 4 mm. link connected with frame by 8 mm thick laser cutting ms profile. top closing cap ? dome shape made by pp / nylon / hdpe material. closing cap?s- pp / nylon / hdpe material. foundation stool: made from main pipe 88 mm od m.s pipe and top support of m.s. round plate of 250 mm & 8 mm thickness is welded at top. square tube of 30 x 30 x 2 mm must be used to support center pipe. height of stool is 3 ft. foundation stool is embedded in c.c. stock below ground level. bearing- use is 6005 permanent lubricated reputed brand. pin 25 mm m.s. bright bar pin. bearing bushes - 60 mm od seamless pipe. circlip? a 24 circlips are used for assembly. coating - best quality of powder coating 80 -120 micron. safety instructions and exercise chart - start & finish position stick on product. all joints must be welded as per is standards and zinc primer paint should be applied at all the welding points prior to finishing. (foundation shall be m20 cc and design shall be approved by the engineer-in -charge before installation.), od405583/2025-2026 back extension - supply and installation of back extension having the following specifications: dimensions: (l x w x h) 1060 x 730 x 990 mm. main frame - made from 88 mm od b class g.i. pipe. foundation plate m.s. round plate of 250 mm & 8 mm thick. leg support - 42 mm