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Tender For repair resurfacing of certain roads and connected items at bd bari mil stn - m&l preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with wire brush/brooms and finally fanning the cleaned surface with gunny bags or by mechanical blower to remove all loose dirt etc to black top surfaces, and applying evenly a priming/tack (viscosity grade paving bitumen of grade vg-10) @ 5 kg per 10 sqm to road surface bituminous asphaltic semi dense concrete consolidated thickness 30 mm with stone chippings graded aggregate with 5.5% of binder content by weight of total mix, (viscosity grade paving bitumen of grade vg-30) and 4% stone dust conforming to required specification for filler as per irc-95, 1987 (filler) by weight of mix, prepared in hot mix plant, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and rolled with 8 to 10 tone power roller completed all as specified and as directed., m&l for repair to potholes, any depth ,not exceeding 1 sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, path etc, cutting around edges to at least 25mm in depth, making good by filling in screened and graded road metal, watering and well ramming, applying tack coat with (viscosity grade paving bitumen of grade vg-10) @ 10.0 kg per 10 sqm of surface putting in & including premixed bituminousmacadam, well rammed and sealed with binder 9.80 kg/sqm, blinded with 0.09 cum of stone chippings, 6.3mm size and again well rammed, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and using with 8 to 12 tonne power roller (including supply of premixed macadam, binder and chippings),completed all as specified and as directed., premix bituminousmacadam laid / rolled and compacted using 8 to 12 tonne power roller to required gradient and camber, with broken stone graded aggregate with 4% of paving bitumen binder of viscosity grade vg-30 grade by weight of toal mix (consolidated thickness 75mm or less) completed all as specified and as directed., m&l 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 to more than 5 mm), including making drainage opening wherever required completed all as specified and as directed., m&l for marking lines 2.5 mm thick, dashes arrows etc of any description n. exc 10cm width/girth on road surface using hot applied thermo plastic road marking paint of approved colour confirming to bs-3262-1989 with special applicator machine all as per manufacturere instruction completed all as specified and as directed., supply and fix solar cat eye (green/red) aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency mono rystafie 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 completed as per manufactures instructions etc completed all as specified and as directed., supply and fixing metal tubular dealineator made out of abs round body fitted with 2 nos 65 mm dia highly reflective reflectors made out of 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 directed, s&f manufacturing, supplying and fixing retro reflective mandatory/ regulatory sign boards of 900 mm diametre with support length of 3750 mm and made up of 2 mm thick aluminium sheet, face to be fully covered wi
Tender For repair to certain roads including road furniture at kalimpong mil stn under ge 867 ews - m&l for repairs to pot holes of depth exceeding 30 mm thick, area not exc 1.00 sqm 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, and making good by applying tack coat with paving bitumen grade 10 pack primer (vg-10) @ 5kg per 10 sqm putting in premixed bituminousmacadam, well rammed and sealed with binder with paving bitumen grade 30 pack (vg-30) @9.8 kg per 10 sqm blinded with 0.09 cum of stone chipping, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of potholes exc 30 mm, complete all as specified and directed., m&l for preparing existing black top road surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming / tack coat with bitumen primer using paving bitumen grade 10 pack (vg-10) @ 5kg per 10 sqm, complete all as specified and directed., m&l for premix bituminousmacadam using paving bitumen of grade 30 pack (vg-30) @ 4% by weight of total mix laid / rolled and compacted to required gradient and camber with 8 to12 tonne power road roller and rolled to a uniform smooth surface (consolidated thickness 75 mm or less), complete all as specified and as directed., m&l for 40 mm thick consolidated thickness bituminous premixed carpet with 0.54 cu.m per 10 sqm of stone chipping and mixed with 29.20 kg per 10 sqm of binder using paving bitumen grade 30 pack (vg-30) laid and rolled with 8 to 12 tonne power road roller and compacted to required camber and gradient, complete all as specified and directed., m&l for liquid seal coat by applying paving bitumen of grade 30 (vg-30) @ 9.8 kg per 10 sqm blinded with 6.3 mm size stone chipping @ 0.09 cum per 10 sqm and rolled to a uniformed smooth surface by 8 to 12 tonne power road roller, complete all as specified and directed., providing and lying mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregates, fine aggregates filler materials and bitumen, prepared by using mastic cooker including cost and carriage of all ingredients, cost of heating aggregates and binder mixing in specified proportions conforming to approved job mix formula and laid to required level and slope after cleaning the surface, compacting, sealing the construction joints and surface finishing conforming to specifications including providing antiskid surface with bitumen pre-coated fine arraigned hard stone chipping of 13.20mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces not less than 200c, protruding 1 mm to 4mm over mastic surface including the hire charges of all tools and plants and machinery, pay of operators, cost of fuel and lubricants and quality control all complete as per clause 516 of specification for road and bridge works of morth (5th revision). 25mm thick (pakur) vg-30 (po, 10/20 (p), complete all as specified and directed, supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency mono rystafie 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 completed as per manufactures instructions etc. all as specified and directed., supply and fixing in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with pama striplens reflector of model no. da 972.0 fixed with and incl ms stud of suitable size as per manufactures instructions and all as specified and directed., m&l for applying ther
Tender For restoration / maintenance of various roads falling under the jurisdiction of pwd (randb) division bhaderwah on emergent basis by way of (pavement) g-iii, bituminousmacadam, premix carpet, seal coat, tack coat during financial year 2026-27 (4th call)
Tender For corrigendum : providing, laying and compaction of readymade bituminous mix for bm 50mm, bc 40mm thick and rd marking with thermoplastic paint for resurf works bet km 19.7 to km 25.0 on banihal old alignment road under 52rcc 760tf project beacon in jk - providing, laying and compaction (with sensor paver) of ready made bituminous (hmp) mix for bituminousmacadam (bm) 50 mm thick (compacted), bituminous concrete (bc) 40 mm thick (compacted) and road marking with thermoplastic paint for resurfacing works between km 19.700 to km 25.000 on banihal old alignment road under 52 rcc sector / 760 brtf project beacon in j&k state (ut)
Tender For corrigendum : providing, laying and compaction of readymade bituminous mix for bm 50mm, bc 30mm thick and rd marking with thermoplastic paint for resurf works bet km 0.00 to km 13.559 on gulmarg asha road under 99rcc 760tf project beacon in jk - providing, laying and compaction (with sensor paver) of ready made bituminous (hmp) mix for bituminousmacadam (bm) 50 mm thick (compacted), bituminous concrete (bc) 30 mm thick (compacted) and road marking with thermoplastic paint between km 0.000 to km 13.559 on gulmarg asha road for resurfacing works under 99 rcc sector / 760 brtf project beacon in j&k state (ut)
Tender For corrigendum : providing, laying and compaction of readymade bituminous mix for bm 50mm, bc 40mm thick and rd marking with thermoplastic paint for resurf works bet km 47.0 to km 50.5 on ramban gul road under 52rcc 760tf project beacon in jk - providing, laying and compaction (with sensor paver) of ready made bituminous (hmp) mix for bituminousmacadam (bm) 50 mm thick (compacted), bituminous concrete (bc) 40 mm thick (compacted) and road marking with thermoplastic paint between km 47.000 to km 50.500 on ramban gul road for resurfacing works under 52 rcc sector / 760 brtf project beacon in j&k state (ut)
Tender For corrigendum : resurf works bm 50mm, bc 30mm and road marking different loc bet km 2.158 to km 14.128 on hln rd part-i and bm 50mm, bc 40mm and road marking bet km 0.00 to km 12.80 on nrtg rd part-ii under 99rcc 760tf project beacon in jk - providing, laying and compaction (with sensor paver) of ready made bituminous (hmp) mix for bituminousmacadam (bm) 50 mm thick (compacted), bituminous concrete (bc) 30 mm thick (compacted) and road marking with thermoplastic paint between km 2.158 to km 2.253, km 3.940 to km 4.165, km 5.540 to km 10.090, km 10.650 to km 12.000 & km 13.200 to km 14.128 on handwara-lach naugam road (part-i) and bituminousmacadam (bm) 50 mm thick (compacted), bituminous concrete (bc) 40 mm thick (compacted) and road marking with thermoplastic paint from km 0.00 to km 12.800 on naugam-radha-tutmari gali road (part-ii) for resurfacing works under 99 rcc sector / 760 brtf project beacon in j&k state (ut)
Tender For up gradation of papchan madar link via middle school papchan by way of providing and laying of 75 mm thick wmm, 50 mm thick bituminousmacadam, 25 mm thick semidense and 6 mm thick seal coat.(machine mix laid with paver)
Tender For up gradation of inner links of dardpora arin by way of providing and laying of 75 mm thick wbm gii, 75 mm thick wmm, 50 mm thick bituminousmacadam, 25 mm thick semidense and 6 mm thick seal coat.(machine mix laid with paver)
Tender For work no 9 - construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per mort&h specification clause 305. (lead taken upto 5 km), providing and laying lean cement concrete 1:4:8 in sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, 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 concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion., providing and laying un-reinforced, dowel jointed, plain cement concrete mix with concrete mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. pcc m-20