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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/mechanicalpaver, 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 corrigendum : repair resurfacing of certain roads and connected items at bd bari mil stn - m&l preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with wire brush/brooms and finally fanning the cleaned surface with gunny bags or by mechanical blower to remove all loose dirt etc to black top surfaces, and applying evenly a priming/tack (viscosity grade paving bitumen of grade vg-10) @ 5 kg per 10 sqm to road surface bituminous asphaltic semi dense concrete consolidated thickness 30 mm with stone chippings graded aggregate with 5.5% of binder content by weight of total mix, (viscosity grade paving bitumen of grade vg-30) and 4% stone dust conforming to required specification for filler as per irc-95, 1987 (filler) by weight of mix, prepared in hot mix plant, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanicalpaver and rolled with 8 to 10 tone power roller completed all as specified and as directed., m&l for repair to potholes, any depth ,not exceeding 1 sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, path etc, cutting around edges to at least 25mm in depth, making good by filling in screened and graded road metal, watering and well ramming, applying tack coat with (viscosity grade paving bitumen of grade vg-10) @ 10.0 kg per 10 sqm of surface putting in & including premixed bituminous macadam, well rammed and sealed with binder 9.80 kg/sqm, blinded with 0.09 cum of stone chippings, 6.3mm size and again well rammed, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanicalpaver and using with 8 to 12 tonne power roller (including supply of premixed macadam, binder and chippings),completed all as specified and as directed., premix bituminous macadam laid / rolled and compacted using 8 to 12 tonne power roller to required gradient and camber, with broken stone graded aggregate with 4% of paving bitumen binder of viscosity grade vg-30 grade by weight of toal mix (consolidated thickness 75mm or less) completed all as specified and as directed., m&l providing and laying at or near ground level factory made kerb stone of m-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required completed all as specified and as directed., m&l for marking lines 2.5 mm thick, dashes arrows etc of any description n. exc 10cm width/girth on road surface using hot applied thermo plastic road marking paint of approved colour confirming to bs-3262-1989 with special applicator machine all as per manufacturere instruction completed all as specified and as directed., supply and fix solar cat eye (green/red) aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency mono rystafie solar panel 2.4v/ 0.3 watt one ni-ed rechargeable battery (1.2v/ 1600ma) consisting of super bright led with 10,000 to 18,000 mcd completed as per manufactures instructions etc completed all as specified and as directed., supply and fixing metal tubular dealineator made out of abs round body fitted with 2 nos 65 mm dia highly reflective reflectors made out of and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in pcc 1:2:4 (150x150x300mm) type b1 complete all as specified and directed, s&f manufacturing, supplying and fixing retro reflective mandatory/ regulatory sign boards of 900 mm diametre with support length of 3750 mm and made up of 2 mm thick aluminium sheet, face to be fu
Tender For supplying of materials and supplying and spreading of materials at various places of vapi municipal area. annual rate 2026-2027 - supplying of yellow earth, garden soil at site as directed., supplying of hard murram at site as directed., supplying of coarse clean sharp sand at site as directed., supplying of crushed stone aggregates, chippings etc. of disintegrated pieces, eletatrious and organic matter (for bitumen surface dressing etc.) and grading as per i.r.c.code., (i)10 mm to 40 mm size m/c metal, (ii)6 mm to 10 mm size grit., (iii) 40 mm to 90 mm size metal, (iv)9 thick rubble, supplying bricks., supplying of granular sub base by providing coarse graded material, mixing by mix in place method with rotavator at omc, with grading material of 53 mm to 26.5 mm size @35 percent,26.5mm to 4.75 mm @ 45 percent and 2.36mm below @ 20 percent at site as directed., providing wet mix base course maximum 200 mm thick using machine crushed b.t. chips as per required gradation mixing with required optimum quantity of water conveying the mix to site of work, including cost of materials labour plant and equipment etc complete, construction of granular sub-base by providing coarse graded material(metal), spreading in uniform layer on prepared surface mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, etc, complete as directed by engineer in charge., providing and laying wet mix base course maximum 150 mm thick using machine crushed b.t. chips as per required gradation mixing with required optimum quantity of water conveying the mix to site of work, spreading into grade and camber with mechanicalpaver and consolidation with vibratory road roller including cost of material labour plant and equipment etc complete as directed by engineer in charge., supplying and spreading of following materials at site as directed by engineer in charge including rolling and consolidation with vibratory roller as directed by enigineer in charge., (i)10 mm to 40 mm size m/c metal, (ii)6 mm to 10 mm size grit., (iii)40 mm to 90 mm size metal, (iv)9 thick rubble, supplying and spreading hard murram including rolling and consolidation with vibratory roller as directed by enigineer in charge., note:- all rate are required compulsory
Tender For supply of set of tools and equipment required for road art/brake down amla (details as per annexure). test certificate should be from nabl approved lab only. - unbranded cantilever tool box, 5 trays, tommy bar octagonal. size- 20mm x 600 mm long., material en8 as per attached drawing., hammer sledge double faced 3.2kgs is:841/1968 table-iii., ball pein hammer with handle conforming to is 841:1983 with latest amendments, specification: nominal mass-500 grams, handle- wood/polymer/fiberglass, material spec: steel grade t65/t70; handle length: maximum 350 mm but shall not be less than 300 mm., adjustable spanner 8", adjustable spanner 12", adjustable spanner 15", set of adjustable spanners & pipe wrenches of sizes 1) adjustable spanner size 10 inch/250mm qty/set-01 no 2) adjustable spanner size 15 inch/375mm- qty/set-01 no 3) pipe wrench size 24 inch/600mm- qty/set1no makes: fwrad0002-d & fwrrt0001-d of eastman or its equivalent of snapon, kingtony, taparia, or venus., wrench pipe chain capacity range 10 - 60,15-90,27 - 115,35-165, steel shovel with metal handle as per drawing number rwf/misc/m/1294, safety goggles designed to effortlessly fit over most prescription spectacles for convenience, temple adjustability enhances personalized fit and ergonomic, rigorously tested for optical quality, ignition resistance and high temperature durability, sterilized and fortified, ensuring technical durability and robustness, durable, clear, and scratch-resistant lens for precision optics and protection, lens scale no. clear:3-1.2, weight: approximately 54 grams, embodying lightweight precision in technical design, certified to en 166:2001 conforms to ansi 87.1-2010., accepted makes: karam es007 or black & dcor or 3m or midas or similar. accepted note: one sample to be got approved before bulk supply., magnifying glass with stand, lens size- 5", magnification- 4x area, 3.2 dioptre lens, reachstand internal concealed, spring mechanism with 900 mm reach from pivot and 600 mm in vertical plane reach from pivot 36" and 600 mm in vertical plane 24", illumination i) led ring with 40 leds in twin rings. ii) power consumption- 8 watts. iii) lumen output- 800lumens. iv) colour temperature-6000 degree kelvin v) nominal lux level at working plane 150 mm-2300 lux. along with accessories for each stand. i) increased magnification attachment dia -50 mm powerful additional lens that can swiung in the field view under the main lens. ii) spot lens dia-30 mm powerful additional lens that is permanently fused on the main lens to provide 16 x area magnification. brand- lensel optics model no - l104sd / greemito/toolstar, measuring tape with lock button size-5 meter (length) x 13 mm (width) case material-abs, blade material-carbon steel, case shape - round, tape colour-, black and white steel measuring tape 30 meter long graduated in mks & fps system to the fractions readable in mm & inch marking in full length of is certified company only, 15 cm spring steel scale, supply of manila rope of size 1 inch as per is:9936(1992). (note: required rope material is polymer braided twisted cord twine string in dia: 12mm) (required in 25mtr +25mtr sapratly), aluminum ladder 6 ft long, sand bucket, water bucket gi