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Cement Concrete Interlocking Tenders

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State Government

CTN :45704964 Due date: 30 Jun, 202630 Jun, 2026 NA
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)

State Government

CTN :45705123 Due date: 30 Jun, 202630 Jun, 2026 NA
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

State Government

CTN :45705319 Due date: 30 Jun, 202630 Jun, 2026 NA
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

State Government

CTN :45705743 Due date: 30 Jun, 202630 Jun, 2026 NA
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 ,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)

State Government

CTN :45705845 Due date: 30 Jun, 202630 Jun, 2026 NA
Tender For cc interlocking paver blocks providing and laying 80mm 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. , maintenance of roads removal of existing ipb by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. ,maintenance of roads relaying of available (removed and stacked) interlocking paver block pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and technical specification clause 1504 , excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2. all kind of soil pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia ,demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 1. nominal concrete 1:1.5:3 or richer 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: 6. 1:4:8 (1 cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm nominal size)

State Government

CTN :45705899 Due date: 30 Jun, 202630 Jun, 2026 NA
Tender For cc interlocking paver blocks providing and laying 80mm 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., maintenance of roads removal of existing ipb by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. ,b laying of ac / pvc pipes and specials stringing out a.c./p.v.c pipes and specials casting along trenches and laying the same in trenches, to correct alignment and gradients including cartage from divisional stores or nearest railway station to site of works and return of pieces of pipes to stores. 3. 100 mm internal diameter of pipe line laid complete,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 up to 50 m and lift up to 1.5 m, as directed by engineer-in-charge. 1. all kinds of soi

corporations/Associations/Others

CTN :45629442 Due date: 06 Jul, 202606 Jul, 2026 NA
Tender For annual rate of construction cement concrete with tri-mix, paving block road, patch work, valid up to 31st march 2027 as per various area of halvad town

corporations/Associations/Others

CTN :45263412 Due date: 04 Jul, 202604 Jul, 2026 NA
Tender For corrigendum : supply of 4500 sets of stay set complete - supply of silicagel blue, 0.6kva ups, stay set complete( quote price for single unit only), silicagel blue 10 to 12mm, pole pit for 9.0m and 9.14 m psc/rcc / all metal poles (each pit) 1.25 x 0.6 x 1.83 mtr, ordinary soil, semi rocky soil, heavy rocky soil where blasting/ cheseling required [specific approval should be obtained from concerned ee], stay pit, in ordinary soil [0.95 x 0.6 x 1.2m], semi rocky soil, stay pit in heavy rocky soil where blasting/ cheseling reqiured [specific approval should be obtained from concerned ee], erection of poles & stays (including refilling of excavated earth), erection of 7.5m / 8.0m poles [rcc / psc], erection of 9.00m / 9.14m rcc / psc/rail pole, tubular pole and all metal poles, stay set, erection stay set complete, stay erection without rod and pit, replacement of stay rod only. (including stay pit excavation & refilling & erection), replacement of guy shackle only in existing stay, erection of line materials, fixing of lt 1 ph "x" arm, fixing of lt/ht ti fitting, fixing of lt 3 ph "x" arm, fixing of 3[1/2] v ` x arm, fixing of 4[1/2] v ` x arm, fixing of 5 v x arm, fixing of tapping channel / guarding "x" arm, providing of line spacers in lt lines 1 phase, providing of line spacers in lt lines 3 phase, erection of ab switch with pt insulator & jumpering complete, erection of centre rotating switch ab switch complete, fixing of ht pin insulator / strain disc, 11 kv pin insulator with pin, 11 kv strain disc / polymer disc with hardware, 22 kv pin insulator with pin, 22 kv strain disc / polymer disc with hardware, 33 kv pin insulator with pin, 33 kv pin strain disc/polymer disc with hardware, fixing of lt pin insulator with pin, lt shakle with hardware, fixing of aluminium knob, paving stringing and sagging of conductor including binding of pin and proper tight [including transport of condutor from road side to work spot] per run, upto 7/2.59 mm acsr, 7/2.50 aaac including pvc cable upto 25 sqmm, acsr 7/3.35mm & 7/ 3.15 aaac including pvc cable above 25 sqmm, acsr 7/4.09 mm, above 7/4.09 mm acsr & dog conductor, earthing wiring and connection including transporting of earth pipe and excavation of pit], transformer structure earthing 10ft depth - 3 nos of pipe through tubes, dp earthing including all works [double side earthing], erection of 4th earth pipe including earthing, earthing of poles, earth pit masonary work 3 nos earth pits or using 3 nos concrete tub., replacement of detoriated earth pipe per location, concreting with mixture 1:3:6 [including all materials]., mass concreting for centre support for 2 feet including all materials, mass concreting for pole0.6x0.6x1.25m.with coping, sleeve concreting for pole 0.6 m x 0.6m x 0.3 m with coping, sleeve concreting for stay set 0.3 m & 0.75 long, erection of distribution transformer structure complete, excavation of structure pole pits 0.9 x 0.9 x 1.83 mtr, transporting of pole to pit location 2 nos., erection of poles 2 nos, excavation of stay pit 4 nos, erection of stay set (4 sets), mass concreting (cement:sand:jelly supplied by the contractor) 2 nos., erection of 22 kv ab switch, ttransformer structure earthing 10ft depth - 3 nos of pipe through earth tubes, erection of top channel, bed channel [2 nos channel] erection, cross with stud for bed channel erection, erection of belting angle / hg fuse angle, erection of hg fuse set, erection of ht las with jumpering and earthing, erection of lt las with jumbering and earthing, erection of jumpering [ht side], transformer wiring in lt side including jumpering bus bar etc., erection lt open type fuse unit arrangement single, erection lt open type fuse unit arrangement double, painting of stru. complete excluding dt [two coat of red oxide] all metal parts(excluding cost of paint)., painting of stru. complete excluding dt [one coat alu paint, excluding cost of paint), colour washing of 2 numbers structure p

CTN :45584909 Due date: 30 Jun, 202630 Jun, 2026 45.00 Lacs
Tender For supply of various material and equipment at gram panchyat ps dhawa 2026-27 yearly rate contract - ghadla/kankar/jhajhra, mud mortar, quicklime (from kiln) for lime masonry work, cement, ppc, white cement, fine aggregate, sand/gravel, gravel – local, fly ash, surkhi (brick dust/powder), stone dust (for masonry work), stone/brick aggregate (for works other than road construction), 40mm stone aggregate (hand-broken grit) (deduct 1/11 for voids), 40mm stone aggregate (crusher-broken) (deduct 1/11 for voids), 20mm stone aggregate (crusher-broken), 12/10/6mm stone aggregate (crusher-broken), brick aggregate, materials for road work, 63-40mm hand-broken stone aggregate (deduct 1/11 for voids), 90-45mm hand-broken stone aggregate, quarry rubbish (deduct 1/6 for voids), gravel (deduct 1/6 for voids), kankar (deduct 1/11 for voids), binding material (pi 4-6) (deduct 1/6 for voids), brick (22.5 x 11 x 7.50 cm), first class, second class, soling / stone paving stone, random rubble (rr) masonry, coursed rubble (cr) masonry, stone soling (for flooring work up to 15 cm height), stone soling (for road/paving work, 23 cm height), jodhpur-type stone slab/strip/flagstone pieces (width 10-12", length 2-3', thickness 2.5-3.5"), stone slab/flake (flaky material) (3-4" thickness & length, 1-2" width) for soling, sandstone (dpc, sill, coping, lintel, shelf/tand, almirah, etc.), up to 25 mm thickness, 25-40 mm thickness, 40-50 mm thickness, 50-75 mm thickness, 75-100 mm thickness, 100-150 mm thickness, flagstone for flooring / slab paving, flagstone for flooring (up to 35 mm thick, min. 3 sq. ft. or more area) - jodhpur slab, flagstone for slab paving (60-75 mm thickness, min.) area of ​​3 sq. ft. or more (jodhpur chap), unpolished rough kota stone, up to 900 sq. cm, 901 to 2300 sq. cm, above 2300 sq. cm, polished kota stone (single-side polished), up to 900 sq. cm, 901 to 2300 sq. cm, above 2300 sq. cm, marble stone (makrana adanga, 20mm thick), up to 900 sq. cm, 901 to 2300 sq. cm, above 2300 sq. cm, marble chips, marble powder, marble stone (rajnagar grade ii/local, 20mm thick), up to 900 sq. cm, 901 to 2300 sq. cm, above 2300 sq. cm, stone door frame, single rebate size 100 x 75 mm, double rebate size 125 x 75 mm stone slabs, up to 1.5 m length, minimum 40 mm thick, 1.5 m to 2.40 m length, minimum 50 mm thick, 2.4 m to 3.0 m length, minimum 65 mm thick, above 3.0 m length, minimum 75 mm thick, precast tiles / blocks, glazed: size 30x45 cm, mosaic: 40 mm thick, vitrified: size 60x60 cm, interlocking tiles/bricks/blocks for road work, cement interlocking block (m-30 grade), 60 mm thick, cement interlocking block (m-30 grade), 80 mm thick, cement interlocking block (m-30 grade), 100 mm thick, local wood with fittings (for doors, windows, and furniture), mango, mirandi/kapoor, babool, others: ghana teak, factory-made doors (30 mm thick, solid core, single leaf), structural steel, iron (tor steel fe 415/500 for reinforcement), binding wire (18 gauge), iron girders, angle iron/square bar/flat strip/angle iron, barbed wire (sizes: 12g wire & 12g strand / 12g wire & 14g strand / 14g), mesh/jali, iron mesh (24 gauge, 14 mesh), cement concrete jali (40 mm thick), glass, 3 mm thick glass, paints, enamel paint, distemper, lime - for whitewashing (aras / quicklime), primer, petroleum products, diesel (hsd), mobil oil (engine oil), bitumen/shalitex board, plain sheet sheets, gi sheet 22 gauge (0.80 mm), gi sheet 24 gauge (0.63 mm), ms sheet 22 gauge (0.80 mm), ms sheet 24 gauge (0.80 mm), corrugated sheet, gi sheet 1 mm thick, gi sheet 22 gauge (0.80 mm), asbestos cement sheet 6 mm (2.5/2.75 x 1 m), other sheets, pvc sheet 1 mm thick (colored/plain), green-yellow 'lite-roof expo' sheet (183 x 90), pipes, gi 15 mm diameter (b class), gi 20 mm diameter (b class), gi 25 mm diameter (b class), ac 75 mm diameter, ac 100 mm diameter, pvc 90 mm diameter (with ring), pvc 110 mm diameter (with ring), pvc 140 mm diameter (with ring), pvc 110 mm (2.5 kg/sq. cm

CTN :45587225 Due date: 08 Jul, 202608 Jul, 2026 9.62 Lacs
Tender For supply of supply, fabrication and construction of copper plate earthing details of electrodes and earth pit at akashvani jaspur, uttarakhand , providing of 50mm x 3mm copper strip and interconnecting earth electrodes with fabrication and fixing of 50mm x 3mm copper strip at akashvani jaspur, uttarakhand , providing and fixing of nomenclature sign marker for earth pits at akashvani jaspur, uttarakhand , providing of 25 mm x 3 mm copper strip for extension of earthing system up to the transmitter hall, ups and lt panel at akashvani jaspur, uttarakhand , copper strip laying for extension of earthing system up to the xtr hall, ups and lt panel and terminating in bus bar by digging the soil and placing the copper strip along the trenches at air jaspur , providing of 375x38x6mm copper bus bar with insulators and steel nut bolts and the fixing of 375x38x6mm copper bus bar is to be done to terminate the different earthing system at akashvani jaspur , making of trenches of size 700mm x 750mm for 185 sq mm 3.5 core starting from state electricity transformer to lt panel by digging the soil which includes cement concrete interlocking tiles , providing and grouting of 2 nos. of 4inch dia g.i. pipes of different length on the cement concrete flooring, road, and cement concrete interlocking tiles and along the vertical walls. , unwinding roll of 185 sq. mm 3.5core al. cable from their cable drum and laying the cable through the trenches and through the g.i. pipes as laid down at akashvani jaspur , reconstructing the cement concrete interlocking tiles floor and repairing the area with cement concrete interlocking tiles and finishing the surface at akashvani jaspur , providing and fixing of lt cable route marker made up of 2.5inch dia signage with 10mm x 2ft long ms rod from transformer to lt panel at akashvani jaspur , providing and fabricating of overhead shed for the installed 62.5kva dg set as per drawing at akashvani jaspur supply, fabrication and construction of copper plate earthing details of electrodes & earth pit as per given below: digging of pit of size: 1 mtr x 1 mtr x 3.5 mtr(d) providing of copper plate size 600 x 600 x 3mm. providing of copper strip of 50x3mm shall be extended from bottom of the earth pit to the surface of the earth pit, after joining the copper strip by copper rivets and proper brazing of strip to the copper plate. providing and fixing the 10ft. long 38 mm dia class c g.i pipe of reputed make such as surya, jindal or similar and fixing with the copper plate in the center with g.i/ ss nut bolts class c. one g.i. reducer at the top of the pipe is to be provided for fixing steel mesh for watering as shown in the drawing. placing the copper plate with pipe and strip into the pit. providing & filling of 2 nos. of bags of bentonite each of 50 kg. (for each earth pit.) providing & filling of 80kg charcoal, and 80kg raw salt in alternate 3 to 4 layers in each earth pit. the fresh soil about 2.0 cubic metre in earth pit size in layers is to be arrange to fill the pit for proper result. proper watering of the filled pit for initial charging of pits. providing of heavy duty c.i. cover with lifting hooks. construction of cc chamber in ratio 1:4:8 & fixing of heavy duty c.i. cover., providing of 50mm x 3mm copper strip and interconnecting earth electrodes with fabrication & fixing of 50mm x 3mm copper strip as per given below: i. 2 grid out of 6 pits for transmitter. ii. 1 grid out of 3 pits for audio. iii. power supply-3 pits separate (lt electrical panel, ups & isolation transformer, avr) iv. rf //bid details 2 / 25
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