tender for annual plan-pro.97/25-26-kanakkuparambu poriyani road maintenance, ward -9 , mundur gp-general civil work; 1 road retarring and berm concrerte 2 od167817/2025-2026:filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface 3 75.5.2.2pb:tack coat - with packed bitumen rates
providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503. 4 75.9.3.pb.pa:plastic roads- packed bitumen rate 20mm thick open-graded premix carpetusing bituminous (penetration grade/modified bitumen) binder - bitumen s-65 -packed bitumen and shredded plastic providing, laying and rolling of opengradedpremix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregateseither using penetration grade bitumen or emulsion to required line, grade and level toserve as wearing course on a previously prepared base, using hm plant attached withopen pugmilll.heating of aggregate at 150 degree celsius to 170 degree celsius, thentransferring the hot aggregate to pugmill and add shredded plastic @10.22 kg/100m2mixing well to form a uniform thin layer of plastic over - hot aggregate and adding hotbitumen (150 to 165 degree celsius) @ 13.578 kg/10m2 and mix well, laying and rollingwith a. three wheel 80-100 kn static roller capacity, finished to required level and gradesto be- followed by seal coat of either type a or type b or type c as per technicalspecification clause 508 case - i by manual means (ii) bitumen (s-65),including supplying and stacking of materials. 5 75.5.12.a.3.2pb:seal coat - manual means - type c - bitumen s-65 - packed bitumen rates
providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per technical specification clause 510
a. by manual means
case iii : type c
(ii) bitumen (s-65) 6 3.5.1:excavation in cutting in soil by manual means with lead upto 50 m
excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3 7 4.1.a.1:granular sub-base with well graded material (table 400.1)
(a) by mix in place method
construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per technical specification clause 401.
(i) for grading i material 8 75.8.1:providing plain cement concrete for road work cc 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) nominal mix (1:2:4) 9 od167992/2025-2026:name board (mord):supplying and providing readymade gi name board with all conveyance, labour and hire charges etc complete using gi hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size,fixing the post in ground with cc 1:2:4 etc complete