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Tender For resurfacing of roads (phase-16)within surat city limit by cementgrouted bituminous mix (cgbm) bycontractors own drum mix typehotmix plant to be installed withinsurat city limit with sensoroperator paver finisher includingrepair of footpath, divider, watertable and providing laying/ fixingof pavement markings, road studswith other traffic safety measures.(2nd attempt)
Tender For installation of plant sensor paver finisher to carpet/recarpet and fitting of traffic related items like divider, footpath, pavement marking, cat eye and road signage etc. 24.00 m in southzone-b (kanakpur) area. from subgrade to binding/wearing courses including internal roads of less than width society and frenchline repairing including own batchmix plant within surat city limits and wmm.
Tender For construction of re carpet layer of various roads (phase-5)with use of shredded plastic waste in hot mix for road fallingwithin surat city area by contractor s own drum mix typehot mix plant and with sensor operator paver finisher insurat municipal corporation.
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
Tender For renewal of bihar to devri amethi bborder road via babhan ki bakhri raniganj kaithola samaspur sangipur road mdr-175e length 2-000km with hot mix plant and paver finisher for bc work