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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 fineaggregate 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 fineaggregate 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 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 brick work brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. cement mortar 1:4 (1 cement : 4 coarse sand) ,lan and reinforced concrete pipes `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 being. ` 7. 350 mm internal diametre sewer pipe
Tender For brick work brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. cement mortar 1:4 (1 cement : 4 coarse sand) ,lan and reinforced concrete pipes `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 being. ` 7. 350 mm internal diametre sewer pipe
Tender For supply of medicines - medicines, medicines, medical equipments, lab materials and medical tests, plastering in c.m 1:5-12 mm thick with including cost and conveyance of all materials and in, b) ci bend 22.5 (250mm dia), construction of chamber for 100mm sluice plates, construction of chamber for 100mm sluices valve, supplying, conveying and fixing spls. including ea, supplying, conveying and fixing spls. including eart, construction of chamber for 100mm sluice plates, construction of chamber for 100mm sluices valve, laying and jointing pvc pipe. heading, plain cement concrete 1:4:8 (one cement four fineaggregates and eight coarse aggregates) using, brick work in c.m 1:5 mix using 2nd class ground moulded chamber burnt bricks with including cost, construction of chamber for 100mm sluices valve, the total value of schedule1, the total value of schedule4
Tender For annual material supply for verioun scheame constructions at. gp. pendharabodi - construction materials, metal 80 mm, metal 40 mm, metal 20 mm, metal 12 mm, barbed wire / fenshing wire, sand, murum, cement 53 grade isi mark, road rollar rent, water tankar, sittl 6mm, still 8 mm, still 10 mm, still 12 mm, still 16 mm, still 20 mm, centring tar, bricks (red), bricks (cement), mixer machine, tiles ceramic, tiles vitrified, tiles polished chequered, iron door with frame & palla, cement door palla, cement door frame, iron sheet of 0.50 mm, islb angle, iron angle, iron window grill, plastic water tank (1000 lit.), plastic water tank (500 lit.), distemper, jcb, damber/ tar oil, alluminium sliding window, cement pipe 150 mm with collar, cement pipe 250 mm with collar, cement pipe 300 mm with collar, cement pipe 450 mm with collar, cement pipe 600 mm with collar, cement pipe 800 mm with collar, cement pipe 900 mm with collar, khadanga, centring plate rent, information board (0.90x0.60)cm, kota stone, vibrating machine, ms grill, snowsem, cement waterproof paint, oil paint, tarpipne, wc pan (toilet seat), pvc pipe 1/2 inch, pvc pipe 3/4 inch, pvc pipe 1 inch, pvc tee / elbo, paiwar block, rubble, toilet combod sit