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Tender For corrigendum : e-tender for civil contract jobs - civil contract job:, earth filling under floors with surplus ordinary soil or soil containing gravel or kankar, including ramming, watering and consolidated lead., first class burnt brick work laid in cement sand mortar 1:7 in foundation and plinth, laying 80 mm thick factory made cement conc. inter locking paver bricks after m-40 grade made by block making machine with string vibratory compaction ordinary gray color & pattern over 50 mm thick compacted bed of coarse sand filling the joint with fine sand, complete in all respect ., dismantling brick of flagged stone flooring including concrete base, dismantling concrete plain 1:2:4 mix, cement concrete 1:2:4 with stone ballast or shingle, a. mixing by manual mean, b. mixing by mechanically mean using concrete mixer, laying of dry brick ballast 40mm gauge for flooring, civil work (rate to quoted on csr rates)
Tender For inviting rates of different items for construction of diffrent type of work as per demand on cm help line or ward parsad or public - supply of handpump material 2026-27, excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead up to 1000 m as per section-300 of the specifications.item no nvi-3.12, construction of embankment/sub-grade/earthen shoulders with material obtained from other sources, as per provisions of section 305 of the specifications, with approved materials/soil confirming to requirements given in table 301-1 of specifications including all lead and lifts, including cost of watering, compaction by vibratory roller/heavy pneumatic type roller etc. confirming to requirements given in table 301 2 of the specifications complete.item no nvi-3.12, construction of granular sub-base, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at omc and compacting with vibratory roller of 80-100 kn static weight to achieve the desired density, including all lifts and lead complete in all respect as per section-400 of the specifications.by mix in place method item no nvi -4.1.1.1, construction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 26.5mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1 of the specifications, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per section 601 of specifications.item no nvi- 6.1.1, providing and laying cement concrete grade m-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm).item no nvi-6.4, construction of dowel jointed, plain cement concrete pavement in m-30 grade concrete over a prepared sub base with 43 or higher grade cement, coarse and fine aggregate conforming to is:383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor spreading the concrete by shovels, rakes compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar, tie rod admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per irc:15 and as per section-602 of the specifications complete excluding cost of steel in dowel bar and tie rod etc.item no nvi-6.2.1, earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom,dressing of sides,disposal of excavated earth including of all lift and lead upto 50m.disposed earth to be levelled and neatly dressed.all kinds of soil item no nii 2.6.1, demolishing cement concrete manually/by mechanical means including disposal of material with in 50 meters lead as per direction of engineer-in-charge.1:3:6 or richer mixitem no nii
Tender For supply and installation for portable cabin furniture item and electric item for senior citizen in vile parle east beat no.84 in k/s ward.- providing & laying dry stone rubble soling , p/l 1:3:6 cc, , uncoursed rubble masonary in foundation, , nominal mix of 1:2:4 (1 cement opc: 2 coar, , providing & fixing full height both, , providing and fixing 2mm thick antistatic, , providing and fixing superior quality, , providing and fixing in position two track, , p&f in position aluminum louvered, , providing and fixing ms safety grill of, , w.c. pan with isi marked white solid, , providing & fixing in position make cp jet, , p/f wash basin, , providing and placing polyethylene, , p/f bib cock, , providing and fixing of modular table of, , providing and supplying center pivot,, , providing and supplying visitor chair, , st. street pole benches 6f-d-ro1,6f-, , p/f exhaust fan, , light/fan/ex.fan point, , supply & inst of 150mmx150mm led, , mcbs in 16 swg crca sheet steel, , 63a sp mcb, , 3 noss. single core cu pvc insulated, , supply & inst. of water purifier, , nominal capacity 1.0 tr (3024 kcal / hr.
Tender For bid to ras supply of xlpe cable for working voltage up to and including 1.1 kv marked to is 7098 (part 1) (q2) , miniature circuit breakers (mcb) for ac operation marked to is/iec 60898 (part 1) (q2) , supply and fixing on load change over switch ss enclosure complete with capacity 200 amp, 415 volt, 4 pole, 50 hz. , supply and fixing sheet metal enclosure spn db double door having facility to fix mcb spn as incomer and mcbs as outgoing, spn 4 ways, ip-43 , supply and fixing sheet metal enclosure tpn db double door having facility to fix mcb tpn as incommer and mcbs as outgoing tpn 4 ways, ip-43 , supply and fixing bus bar chamber 100 amp, 4 way, 415 volts enclosurre is made from crca sheet of thickness 3.15mm crca sheet cover , supply and fixing of straight through epoxy cable joint kit incl jointing materials making joints of ug electric cable 1100 v grade nominal cross sectional area not exc.50 sqmm, 3.5 by 4 core , supply and fixing straight through epoxy cable joint kit incl jointing materials making joints of ug electric cable 1100 v grade cross sectional area 240 sqmm to 300 sqmm, 3.5 core. , supply and fixing end termination epoxy cable joint kit including jointing materials for making joints of ug electric cable 1100 v grade nominal cross sectional area 240 sqmm to 300 sqmm, 3.5 core , supply and fixing of galvanised iron pipe 100 mm bore dia light grade for protection of ug cable , supply of digging nad layingg in excavation trenches not exc. 1.50 m wide and not exc. 1.50 m in depth, complete all as specified and directed. , returning, filling in including spreading, levelling, watering and well ramming in layers not exc. 250 mm in soft loose soil , supply and fixing of galvanised iron pipe 40 mm bore dia light grade for protection of ug cable , supply, installation, commissioning and testing including providing all necessary electrical connection,lt feeder panel board of size 1.0 m x 0.6 m x ) /bid number : gem/2026/b/7568567 * /dated: 22-05-2026 & & / bid document 1 / 30 & & ' ' /item category 0.5 m , supply, installation, commissioning and testing including providing all necessary electrical connections lt feeder panel board of size 0.6 m x 0.6 m x 0.5 m , supply and fixing earhing complete with gi earth plate electrode of size 600x600x6mm thick.complete all as specified and directed in boq spec file , supply and fixing earhing complete with gi earth plate electrode of size 600x600x6mm thick. complete all as specified and directed in boq spec file , supply and fixing of sub-class b brick, well burnt, laid breadth-wise along the axis of cable laid in trenches over sand cushion laid for ug cable protection, complete all as specified and directed. , supply and fixing horizontal boring under a depth of 0.65 m from the gl for passing pipe upto 40 mm bore dia , supply of digging and laying of removing excavated materials soils not exc. 50 m and depositing where directed at a level not exc.1.50 m , taking down out unserviceable or serviceable lt ug cables of nominal cross-sectional area 300 sqmm including bricks, gi pipes etc. , taking down out unserviceable or serviceable lt ug cables of nominal cross-sectional area 50 sqmm 3.5 core including bricks, gi pipes etc. , supply of digging and laying of sand cushioning dry in trenches for protection of ug cables below, above and around the ug cable laid in trenches of 230 mm spread thickness , cutting road by hard standing and making good disturbed surfaces by using pcc type-c2,1-3-6 by using 40 mm graded stone aggregate , boring of holes under road,pavement,hard standing by trenchless technology using ultra sounding technique including hdpe pipe 150 mm dia suitable for 0.4 mpa working pressure , cutting chases, chipping in making good to facings, where required and pointing in cement mortar 1- 3 to ends or edges of landings, steps, sills, sunshades, shelves, lintels etc. , submain wiring comprising single core 2 runs of 6 sqmm nominal coss sectional area frlh
Tender For providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with is : 5382 and testing of spigot and socketted rcc, np2 marked with is : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the engineer - in -charge. 4. 350 mm i/d ,`jointing plain and reinforced concrete pipes and specials of all classes in trenches using collar joints jointed with 1:1 cement sand mortar nearly dry heavily caulked into joints and with end dowels filled with 1:1 cement sand mortar including facing trowelling and finishing the joints at an angle of 45 degrees with faces of collars keeping joints wet till curved testing the drain lines for leakage and making good all leakage and defects as laid down in the contract specifications complete with two spigot ends jointed to collar and internal diameter of sewer pipe or special , 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 soil ,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: 3. 1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 40 mm nominal size),brick work brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. cement mortar 1:6 (1 cement : 6 coarse sand), cement plaster (in fine sand) 12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)
Tender For imorovement of road karalash kanchi to alp sankhyak basti gad road km 0/00 to 0/500 (sh:- p/l local material to improve the gradinet from rd 0/020-0/105 & p/l kharanja stone soling at rd 0/00 to 0/200 & c/o r/wall in dry masonary at rd 0/105-0/115,0/195-0/210