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Tender For to provide jcb and poklen machine on hourly rent basis for pwd works at sangamner municipal council - brooming the w.b.m. surface by wire brushes,coirbrushers,dusting,cleaningetc. for receiving the bituminous treatment complete. brooming the water bound macadam surface by wire., tractor, static road roller 8 mt, extra labour for loading and unloading material from tractor and other machinery mazdoor - unskilled heavy male, excavator (jcb js 80 ), excavator (poclain) (tata hitachi ex120 )
Tender For name of the work: vijayawada division-signal and telecom works in connection with 1. rehabilitation of bridges by regirdering work for br no.236 up & dn (3 x 12.19), 245 dn (3 x 12.19), 614 up & dn (3 x 12.19), 628 up (6 x 12.19) under sse/br/i/rjy section and 355/a up&dn (2 x 9.15mm) sse/br/bttr section. 2. gdr-bza section - provision and re-building of orn-3 bridge nos.582 dn and 582 up with rcc boxes by open cut method includung protective works in aden/ogl sub division. 3. bza-vskp section-s&t works in connection with replacement of corroded, perforated bottom boom of bay no.1 in span no.1 and roller & rocker bearing on abutment 1 (tuni end) of br no.544 dn at km 682/18-30 between tuni-glu stations and provision of top boom inspection arrangements for 544 dn at km 682/18-30 between tuni-glu stations and 703 up at km 711/17-29 between bvm-akp stations of sse/br/i/rjy section under daen/br/n/bza jurisdiction. 4. bza-vskp section-s&t works in connection with metalizing of cross girders in the floor system of br no.248a (rail cum road bridge) andsectional bridges (8 dn, 102 dn, 248/c & 248 e) in sse/br-ii/rjy section metalization of br no.544 down at km 682/18-30 between tuni-glu stations and br no.703 up at km 744/17-29 between bvm-akp stations and sectional bridges br nos. 615 up &dn, 510 up & dn, 470 up& dn, 460 up& dn and 452 up & dn of sse/br/i/rjy section under aden/br/n/bza. 5. bza-vskp section-s&t works in connection with replacement of over aged and wobbling girders with new girders on br no.95 up (6 x 12.19 m) at km 484/13-17 between ee-vat stations of sse/br-ii/rjy section under aden/br/n/bza juridiction. 6. bza-vskp section-s&t works in connection with replacement of corroded and over aged girders with new girders on bridge no.383 up (3 x 12.19 m) at km 630/17-21 and 383 dn (3 x 12.19 m) at km 630/18-22 between slo-pap stations of sse/br/i/rjy section under aden/br/n/bza juridiction.
Tender For supply of materiel for fakkirappa hadhimani land to sahadevappa kariyamman pujar land, road work villege tipalapura gp keravadi - display board / cib_krvd5, lumpsum material_krvd5_krvd5, add handling , loading and unloading at 2% on material_krvd5, casurina poles 100 - 150 mm_krvd5, silver oak or equivalent planks 38 mm thick_krvd5, jungle wood runners and planks_krvd5, binding wire_krvd5, tmt bars fe 500_krvd5, hom of vibrator 0.71 days_krvd5, plasticizer / super plasticizer_krvd5, r.c.c. pipes np2 class 750 mm dia_krvd5, mason class ii (with tools)_krvd5, rcc pipes np2 600 mm dia including collars_krvd5, add watering charges at 1 % on material_krvd5, mixer (concrete) - 1 cum capacity_krvd5, portland cement_krvd5, coarse sand (zone iii)_krvd5, broken stone aggregate 12 mm to 10 mm size_krvd5, broken stone aggregate 20 mm size_krvd5, broken stone aggregate 40 mm size_krvd5, crushed stone chippings 13.2 mm_krvd5, granite metal 20 mm_krvd5, granite metal 40 mm_krvd5, crushed stone course aggregate 53_krvd5, vibratory roller 8 tonne_krvd5, water tanker_krvd5, gravel 2.36 mm/murrum_krvd5, water_krvd5, tractor - 40 hp_krvd5
Tender For procurement of material for the construction of grvel road from shreedhara agricultural land to life line gate in hiregouja village of hiregouja gp of ckm taluk - water tanker hireg006, vibratory roller 8 tonne hireg006, motor grader 3.35 meter blade hireg006, wheeled dozer (d50 beml) hireg006, gravel 2.36 mm/murrum hireg006, granite metal 40 mm hireg006, granite metal 20 mm hireg006, crushed stone course aggregate hireg006, display board or cib hireg006
Tender For strengthening with wbm plus 50mm bm plus 20mm pc and relaying of ccb strengthening with wbm plus 50mm bm plus 20mm pc and relaying of ccb - [10.33.1]providing and laying of brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 1. 1:4 (1 cement : 4 coarse sand) [through rate], [10.8]providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4 [through rate], [11.25.2]pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): 2. raised and cut pointing [through rate], [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [through rate], [11.5.4]12 mm cement plaster of mix : 4. 1:6 (1 cement: 6 fine sand) [through rate], [11.61.1]white washing with lime to give an even shade : 1. new work (three or more coats) [through rate], [14.23.1]cement pointing 1:2 on lining 1. in bed. [through rate], [17.15.1]granular sub-base with coarse graded material - grading-i or ii or iii (table:- 400-2) construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of mortandh specifications 1. grading i material [through rate], [17.22.2]water bound macadam gr i 2. water bound macadam grading i with screening type a providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of mort&h specifications [through rate], [17.23.2]water bound macadam grading - ii 2. water bound macadam (53mm to 22.4 mm)grading ii with screenings type b (11.2 mm aggregates) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of mort&h specifications [through rate], [17.25.1]prime coat @ 0.85kg per sqm 1. prime coat @ 0.60kg per sqm providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 503 of mort&h specifications [through rate], [17.26.2]tack coat 2. providing and applying tack coat with penetration grade bitumen vg - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of mort&h specifications [through rate], [17.33.1]open - graded premix surfacing 20 mm thickness 1. providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder vg - 10 @ 1.46 kg per sqm, laid with paver finisher mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of mort&h specifications. [through rate], [17.36.3]seal coat 3. type b with vg - 10 bituminous binder providi
Tender For dudda cc road material tender - granite metal 40 mm , granite metal 20 mm , coarse aggreages 12 mm , 6 mm and below aggreages , grit/stone dust , water , laboratory asst. (sslc passed)/mate/supervisor , wet mix plant (pug mill) , generator 100 kva , front end loader 1 cum capacity , paver finisher mechanical 100 tph capacity , vibratory roller 8 tonne , water tanker , tipper 5 cum capacity , over head & other miscellaneous charges , casell: unsurfaced gravelled road) (495 t* 10 km)=4950 t-km add 10% of cost of carriage to cover cost of loading and unloading , form work @ 1% , portland cement , coarse sand (zone iii) , broken stone aggregate 40 mm size , broken granite metal 20 mm , broken granite metal 10 mm , polythene sheet 125 mm micron , bitumen primer @200 ml per joint for 23 joints , bituminous sealant 800 ml per joint 23 joints , de-bonding strips 3.75 m (length) x 10 mm (width) x 5mm (thick) cut-out of rubber filler board or similar material including 5% wastage , plasticizer/super plasticizer , joint filler board 20mm thick as per is:1838 (4 x 3.75 x 0.200 = 3 sqm) , concrete mixer 0.4/0.28 cum capacity , needle vibrator , screed vibrator , plate vibrator , concrete jiont cutting machine for initial and final cuts , water tanker 6 kl capacity , air compressor (1 hour initial + 1 hour final
Tender For dudda main road to savithramma home cc road material tender- granite metal 40 mm , granite metal 20 mm , coarse aggreages 12 mm , 6 mm and below aggreages , grit/stone dust , water , laboratory asst. (sslc passed)/mate/supervisor , wet mix plant (pug mill) , generator 100 kva , front end loader 1 cum capacity , paver finisher mechanical 100 tph capacity , vibratory roller 8 tonne , water tanker , tipper 5 cum capacity , over head & other miscellaneous charges , casell: unsurfaced gravelled road) (495 t* 10 km)=4950 t-km add 10% of cost of carriage to cover cost of loading and unloading , form work @ 1% , portland cement , coarse sand (zone iii) , broken stone aggregate 40 mm size , broken granite metal 20 mm , broken granite metal 10 mm , polythene sheet 125 mm micron , bitumen primer @200 ml per joint for 23 joints , bituminous sealant 800 ml per joint 23 joints , de-bonding strips 3.75 m (length) x 10 mm (width) x 5mm (thick) cut-out of rubber filler board or similar material including 5% wastage , plasticizer/super plasticizer , joint filler board 20mm thick as per is:1838 (4 x 3.75 x 0.200 = 3 sqm) , concrete mixer 0.4/0.28 cum capacity , needle vibrator , screed vibrator , plate vibrator , concrete jiont cutting machine for initial and final cuts , water tanker 6 kl capacity , air compressor (1 hour initial + 1 hour final