EE/VIII/086/POTHOLES/2026-2027

(ITEM CODE- 148088) PICKING UP AND REMOVING OLD BITUMINOUS LAYER OR SAND SEALING COAT FROM OLD BLACK TOPPED SURFACE AND CLEANING THE EXPOSED SURFACE BY SCRAPING AND STACKING THE MATERIAL AS DIRECTED. (A) BY MANUAL MEANS : (III) ABOVE 100 MM THICK.

(ITEM CODE- 149871) CHAPTER - VIII SUPPLYING OF MATERIALS HIRE CHARGES OF MACHINERIES 8.29HIRE CHARGES FOR ENGAGING AIR COMPRESSOR MACHINE WITH MINIMUM PRESSURE CAPACITY OF 5.0 KG/SQ.CM ARRANGEMENT INCLUDING ALL NECESSARY EQUIPMENTS AND OPERATING STAFF, CARRIAGE, FUEL, TOOLS AND PLANTS ALL COMPLETE FOR CUTTING ROAD / HARD CRUST CUTTING WITH PNEUMATIC HAMMER AT DESIRED POINT IN WATER SUPPLY WORKS AS PER DIRECTION OF EIC . A) WITH PNEUMATIC HAMMERS FOR MINIMUM ENGAGEMENT OF 8 HRS. IN A DAY

(ITEM CODE- 148041) EARTHWORK IN CUTTING TO FORM ROAD SECTION IN CORRECT PROFILE INCLUDING REMOVAL OF SPOILS NOT EXCEEDING INITIAL LEAD OF 50M AND INITIAL LIFT OF 1.5M (MODE OF MEASUREMENT: PRE WORKS AND POST WORKS) (II) IN MIXED SOIL (I,E. CLAY MIXED WITH KANKAR, PEBBLES, MOORUM ETC.)

(ITEM CODE- 148060) SUPPLYING, SPREADING AND COMPACTING SAND TO REQUIRED THICKNESS, IN LAYERS NOT EXCEEDING 150 MM TO PROPER GRADIENT AND CAMBER, INUNDATING EACH LAYER BY WATER AND PACKING AND RAMMING LAYER BY LAYER TO ACHIEVE DESIRED COMPACTION, INCLUDING LIGHTING, GUARDING, BARRICADING AND MAKING ADEQUATE EARTHEN BUNDH WHERE NECESSARY, CURING WITH WATER AS PER DIRECTION, MENDING CRACKS AND DEPRESSIONS BY RAMMING WHEREVER NECESSARY. NOTE:- ADD COST AT SITE OF THE MATERIALS TO ARRIVE AT THE COMPLETE RATE. THE COMPACTION FACTOR FOR DRY, CLEAN SAND MAY BE TAKEN AS 0.835. (THE PAYMENT IS TO BE MADE ON THE BASIS OF FINISHED COMPACTED VOLUME). (C) FOR SILVER SAND

(ITEM CODE- 142012) BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 4. (A) FILLING IN FOUNDATION OR PLINTH BY SILVER SAND IN LAYERS NOT EXCEEDING 150 MM AS DIRECTED AND CONSOLIDATING THE SAME BY THOROUGH SATURATION WITH WATER, RAMMING COMPLETE INCLUDING THE COST OF SUPPLY OF SAND. (PAYMENT TO BE MADE ON MEASUREMENT OF FINISHED QUANTITY)

(ITEM CODE- 152869) BUILDING WORKS ( C ) BRICKWORKS, CONCRETE WORKS ETC. A. BRICK WORKS 1. SINGLE BRICK FLAT SOLING OF PICKED JHAMA BRICKS INCLUDING RAMMING AND DRESSING BED TO PROPER LEVEL AND FILLING JOINTS WITH LOCAL SAND. ( 3RD CORRIGENDA & ADDENDA DATED 04.06.2018)

(ITEM CODE- 148110) WATER BOUND MACADAM SUB BASE BY CONSOLIDATING JHAMA METAL / LATERITE CHELLY OR STONE METAL / SHINGLES OF SPECIFIC SIZE IN HARD CRUST TO REQUISITE THICKNESS (MEASURED AFTER COMPACTION) IN LAYERS INCLUDING SCREENING OF METALS ETC. AS NECESSARY, HAND PACKING, SWEEPING, WATERING AND ROLLING IN STAGES WITH POWER ROLLER TO PROPER LINE, GRADE AND CAMBER, LIGHTING, GUARDING & BARRICADING AND MAKING NECESSARY EARTHEN BUNDH OF ONE METRE WIDTH ON EACH SIDE WHERE NECESSARY TO PROTECT EDGES AND PREPARING THE BED BY NECESSARY CUTTING OR FILLING AND ROLLING ALL COMPLETE INCLUDING THE COST OF ALL MATERIALS AND HIRE AND LABOUR CHARGES OF ALL MEN AND MACHINERIES AND COMPACTING TO THE REQUIRED DENSITY, AS PER CLAUSE 404 OF SPECIFICATIONS FOR ROAD & BRIDGE WORKS OF MORT&H (5TH REVISION). (I) FOR CONSTRUCTION OF SUB BASE BY CONSOLIDATING JHAMA METAL / LATERITE (63 MM TO 45 MM) (MOORUM REPLACED WITH COURSE SAND) (FOR COMPACTED THICKNESS 75MM)

(ITEM CODE- 148109) WATER BOUND MACADAM SUB BASE BY CONSOLIDATING JHAMA METAL / LATERITE CHELLY OR STONE METAL / SHINGLES OF SPECIFIC SIZE IN HARD CRUST TO REQUISITE THICKNESS (MEASURED AFTER COMPACTION) IN LAYERS INCLUDING SCREENING OF METALS ETC. AS NECESSARY, HAND PACKING, SWEEPING, WATERING AND ROLLING IN STAGES WITH POWER ROLLER TO PROPER LINE, GRADE AND CAMBER, LIGHTING, GUARDING & BARRICADING AND MAKING NECESSARY EARTHEN BUNDH OF ONE METRE WIDTH ON EACH SIDE WHERE NECESSARY TO PROTECT EDGES AND PREPARING THE BED BY NECESSARY CUTTING OR FILLING AND ROLLING ALL COMPLETE INCLUDING THE COST OF ALL MATERIALS AND HIRE AND LABOUR CHARGES OF ALL MEN AND MACHINERIES AND COMPACTING TO THE REQUIRED DENSITY, AS PER CLAUSE 404 OF SPECIFICATIONS FOR ROAD & BRIDGE WORKS OF MORT&H (5TH REVISION). (II) FOR CONSTRUCTION OF SUB BASE BY CONSOLIDATING BRICK BATS / LATERITE (90 MM TO 45 MM) (FOR COMPACTED THICKNESS 100MM)

(ITEM CODE- 148103) PROVIDING AND APPLYING TACK COAT WITH CATIONIC BITUMEN EMULSION OF APPROVED GRADE CONFORMING TO IS: 8887-1978 ON THE PREPARED SURFACE CLEANED WITH HYDRAULIC BROOM, MOISTENING THE SURFACE INCLUDING COST AND CARRIAGE OF EMULSION, HIRE CHARGES OF MACHINERY AND LABOUR, COST OF FUEL AND LUBRICANTS ALL COMPLETE AS PER CLAUSE 503 OF SPECIFICATIONS FOR ROAD & BRIDGE WORKS OF MORT&H (5TH REVISION). (II) ON GRANULAR SURFACES TREATED WITH PRIMER. (USING BITUMEN EMULSION AT THE RATE OF 0.25 TO 0.30 KG PER SQM.)

(ITEM CODE- 148102) PROVIDING AND APPLYING TACK COAT WITH CATIONIC BITUMEN EMULSION OF APPROVED GRADE CONFORMING TO IS: 8887-1978 ON THE PREPARED SURFACE CLEANED WITH HYDRAULIC BROOM, MOISTENING THE SURFACE INCLUDING COST AND CARRIAGE OF EMULSION, HIRE CHARGES OF MACHINERY AND LABOUR, COST OF FUEL AND LUBRICANTS ALL COMPLETE AS PER CLAUSE 503 OF SPECIFICATIONS FOR ROAD & BRIDGE WORKS OF MORT&H (5TH REVISION). (I) ON BITUMINOUS SURFACE. (USING BITUMEN EMULSION AT THE RATE OF 0.20 TO 0.30 KG PER SQM.)

(ITEM CODE- 142475) BUILDING WORKS ( C ) BRICKWORKS,CONCRETE WORKS ETC B. CONCRETE WORKS 1. CEMENT CONCRETE WITH GRADED JHAMA KHOA (30 MM SIZE) EXCLUDING SHUTTERING IN GROUND FLOOR AND FOUNDATION (A) 1:3:6 PROPORTION

(ITEM CODE- 148064) BOX CUTTING OR FILLING IN ROAD EMBANKMENT IN ALL SORTS OF SOIL INCLUDING SPREADING THE SPOILS PROPERLY OVER THE FLANK AS NECESSARY OR ON BERM TO APPROXIMATE GRADE & CAMBER AND ROLLING THE SUB-GRADE WITH POWER ROLLER TO PROPER CAMBER AND GRADE AS PER DIRECTION AND SATISFACTION OF ENGINEER-IN-CHARGE INCLUDING UPROOTING AND REMOVING PLANTS AND JUNGLES WHEN AND WHERE NECESSARY. (A) DEPTH UP TO 150 MM.

TAKING OUT AND RELAYING OF EXISTING INTERLOCKING PAVER BLOCKS IN FOOT PATH OR PASSAGE ETC. OVER 20-40 MM THICK MEDIUM YELLOW SAND BED WITH TRUE TO LINE, LEVELLING, PROPER COMPACTION WITH VIBRATER ETC. WITH JOINTING WITH KERB/EDGE TO BE MADE WITH CEMENT CONCRETE (1:2:4) ETC. AS PER THE DIRECTION OF THE ENGINEER IN CHARGE. INCLUDING COST OF TAKING OUT AND USING 20% NEW SAND AND ALL MATERIALS, LABOUR ETC. COMPLETE.

(ITEM CODE- 152884) SUPPLYING AND LAYING IN THE SPECIFIED PATTERN OF INTERLOCKING CONCRETE BLOCK PAVEMENTS (ICBP) WITH CONCRETE BLOCKS (WITH CONCRETE GRADE AS SPECIFIED AS PER TABLE 1 OF IS 15658 : 2006) MANUFACTURED FROM BIS LICENSEE MANUFACTURER, WITH SPACER NIB (SMALL PROTRUDING PROFILES ON THE VERTICAL FACE OF A PAVER BLOCK USED AS A DEVICE FOR KEEPING MINIMUM JOINT GAP IN BETWEEN THE PAVING BLOCKS, AS PER CL. NO 3.26 OF IS: 15658)AND OF SPECIFIED SIZE AND SHAPE WITH ASPECT RATIO (THE RATIO OF LENGTH TO THICKNESS OF A PAVER BLOCK, AS PER CL.NO.3.3 OF IS: 15658) AS PER TABLE 2 OF IS :15658 WITH FLEXURAL STRENGTH/BREAKING LOAD AS PER ANNEXURE G OF IS:15658.ON THE PREPARED BASE COURSE OF SPECIFIED CBR AS PER TABLE 1 OF IRC SP 63 (2018) OR ELSE AS MENTIONED IN DESIGN AND DRAWING WITH A CUSHION OF COMPACTED BEDDING SAND OF 25-35 MM THICK (GRADING OF THE BEDDING SAND AS PER CLANSE 6.5.1 OF IRC SP 63) AND FILLING UP THE GAPS IN BETWEEN PAVER BLOCKS WITH JOINT FILLING SAND (THE GRADING OF THE JOINT FILLING SAND WILL HE US PER CLAUSE 6.5.2 OF IRC SP 63) AND COMPLETING THE EDGES WITH CUT BLOCKS AS PER CL. NO. 8.7 AF IRC SP-63(2018) WITH PROPER CONFINEMENT OF BEDDING AND JOINT FILLING SAND, COMPACTION LEVELLING AND FILLING UP OF THE EDGE GAP. 50MM THICK (II) COLOURED DECORATIVE (12TH CORRIGENDA & ADDENDA DATED14.10.2020)

(ITEM CODE- 152898) SUPPLYING AND LAYING IN THE SPECIFIED PATTERN OF INTERLOCKING CONCRETE BLOCK PAVEMENTS (ICBP) WITH CONCRETE BLOCKS (WITH CONCRETE GRADE AS SPECIFIED AS PER TABLE 1 OF IS 15658 : 2006) MANUFACTURED FROM BIS LICENSEE MANUFACTURER, WITH SPACER NIB (SMALL PROTRUDING PROFILES ON THE VERTICAL FACE OF A PAVER BLOCK USED AS A DEVICE FOR KEEPING MINIMUM JOINT GAP IN BETWEEN THE PAVING BLOCKS, AS PER CL. NO 3.26 OF IS: 15658)AND OF SPECIFIED SIZE AND SHAPE WITH ASPECT RATIO (THE RATIO OF LENGTH TO THICKNESS OF A PAVER BLOCK, AS PER CL.NO.3.3 OF IS: 15658) AS PER TABLE 2 OF IS :15658 WITH FLEXURAL STRENGTH/BREAKING LOAD AS PER ANNEXURE G OF IS:15658.ON THE PREPARED BASE COURSE OF SPECIFIED CBR AS PER TABLE 1 OF IRC SP 63 (2018) OR ELSE AS MENTIONED IN DESIGN AND DRAWING WITH A CUSHION OF COMPACTED BEDDING SAND OF 25-35 MM THICK (GRADING OF THE BEDDING SAND AS PER CLANSE 6.5.1 OF IRC SP 63) AND FILLING UP THE GAPS IN BETWEEN PAVER BLOCKS WITH JOINT FILLING SAND (THE GRADING OF THE JOINT FILLING SAND WILL HE US PER CLAUSE 6.5.2 OF IRC SP 63) AND COMPLETING THE EDGES WITH CUT BLOCKS AS PER CL. NO. 8.7 AF IRC SP-63(2018) WITH PROPER CONFINEMENT OF BEDDING AND JOINT FILLING SAND, COMPACTION LEVELLING AND FILLING UP OF THE EDGE GAP. 50MM THICK I) GREY (12TH CORRIGENDA & ADDENDA DATED14.10.2020)

(ITEM CODE- 146036) 35MM THICK CEMENT CONCRETE PAVEMENT (1:2:4) IN FLOOR/FOOTPATH ETC. WITH GRADED STONE CHIPS 11.2MM DOWN,PROPERLY LEVELED WITH 3MM THICK SCREEN ON TOP BY CEMENT SLURRY [email protected] CEMENT PER SQM. ROUNDING OFF CORNERS, CHEQUERING AS REQUIRED INCLUDING TAKING NECESSARY PROTECTIVE MEASURE COMPLETE IN GR.FLOOR/FOOTPATH.

(ITEM CODE- 148019) LOWERING MANHOLE COVER AND FRAME WITH CBW (1:4), 250 MM THICK UP TO 100MM DEPTH WITH 20MM THICK SAND AND CEMENT PLASTER INCLUDING FINISHING WITH NEAT CEMENT AFTER CUTTING THE ASPHALTUM PAVEMENT AND TAKING OUT AND RE-FIXING THE EXISTING MANHOLE COVER AND FRAME WITH CEMENT CONCRETE (1:1.5:3) WITH STONE CHIPS ALL ROUND THE FRAME SURFACE INCLUDING REMOVAL OF SURPLUS SPOILS.

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