138WE/L-19/2026-27

Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25mm in depth, making good by applying tack coat @ 5 kg per 10 Sqm using bitumen grade VG-10, putting in premixed bituminous macadam (3 cm thick), well rammed and sealed with binder 9.8 kg per 10 sqm using bitumen grade VG-10, binded with 0.09 cum of stone chippings, 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of potholes exc 30 mm, complete all as specified and/or as directed by Engr-in-Charge.

Material & labour for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooming and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming/tack coat with mechanical sprayer using viscosity grade bitumen VG-10 @ of 5 kg per 10 sqm complete all as specified and/ or as directed by Engr-in-Charge.

Material & labour for premixed bituminous macadam using paving bitumen of VG-10 grade with binder content 4% by weight of total mix and compacted to required gradient and camber laid by mechanical paver (consolidated thickness 75 mm or less) with 8 to 10 tonne power vibrator road roller etc. complete all as specified and/ or as directed by Engr-in-Charge.

Material & labour for bituminous premix semi dense asphaltic concrete (SDAC) 40mm consolidated thickness with 5.5% binder content by weight of total mix using paving bitumen of VG 10 grade from hot mix plant, rolled and compacted to required camber and gradient using mechanical self propelled paver and rolled with pneumatic vibratory power roller 8 to 12 tonne capacity, complete all as specified and/ or as directed by Engr-in-Charge. Note: (i) Bituminous premix carpet will be laid by using hot mix plant and mechanical paver only. (ii) Work shall be executed as per design mix as approved by GE. (iii) The binder content specified is minimum. Financial effect of any plus variation in binder content during design mix at site shall be borne by contractor without any extra cost to the government.

Supply and fix in repair solar cat eye aluminum alloy (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono crystal 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 complete as per manufacturer's instructions all as specified and/ or as directed by Engr-in-Charge.

Supply and fix in repairs cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 10mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufacturer's instructions complete all as specified and/ or as directed by Engr-in-Charge.

Supply and fix in repairs metal tubular delineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA 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/ or as directed by Engr-in-Charge.

Supply and fix in repairs speed breaker plastic body, heavy duty surface mount with nails, in size of 300x350x50 mm thick black and yellow in colour, complete all as specified and/ or as directed by Engr-in-Charge.

Material & labour for preparing bituminous surfaces of road and marking 2.5mm thick centre line, stop lines, dashes, arrows, etc. and the like not exc 10cm wide on road pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS3262-1989 with special applicator machine all as per manufacturer's instructions, complete all as specified and/ or as directed by Engr-in-charge.

Material and labour for 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 be more than 5 mm), including making drainage opening wherever required including necessary earth work and taking down the old kerb stones, complete all as specified and/or as directed by Engr-in-Charge.