EE/VIII/068/CHOKAGE/2026-2027

(ITEM CODE- 147844) SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(A) ORIGINAL WORKS.(16.)SUPPLYING, FITTING AND FIXING WITH CEMENT JOINTING (3:1) SALT GLAZED STONEWARE PIPE INCLUDING EXCAVATION OF EARTH UPTO 1.50 METRE DEPTH IN ALL SORTS OF SOIL BOTH MIXED OR UNMIXED AND REFILLING (BUT EXCLUDING CONCRETING AT BOTTOM AND SIDES).(IV) 100 MM

(ITEM CODE- 147843) SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(A) ORIGINAL WORKS.(16.)SUPPLYING, FITTING AND FIXING WITH CEMENT JOINTING (3:1) SALT GLAZED STONEWARE PIPE INCLUDING EXCAVATION OF EARTH UPTO 1.50 METRE DEPTH IN ALL SORTS OF SOIL BOTH MIXED OR UNMIXED AND REFILLING (BUT EXCLUDING CONCRETING AT BOTTOM AND SIDES).(III) 150 MM

(ITEM CODE- 147842) SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(A) ORIGINAL WORKS.(16.)SUPPLYING, FITTING AND FIXING WITH CEMENT JOINTING (3:1) SALT GLAZED STONEWARE PIPE INCLUDING EXCAVATION OF EARTH UPTO 1.50 METRE DEPTH IN ALL SORTS OF SOIL BOTH MIXED OR UNMIXED AND REFILLING (BUT EXCLUDING CONCRETING AT BOTTOM AND SIDES).(II) 225 MM

(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- 152633) 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 (B) 1:4:8 PROPORTION. ( 3RD CORRIGENDA & ADDENDA DATED 04.06.2018)

(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- 147410) SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION PIT,SEPTIC TANK,SOAK PIT ETC. (A) ORIGINAL WORKS 1.CONSTRUCTING INSPECTION PIT OF INSIDE MEASUREMENT 600MM X 600MM X UPTO 600MM(DEPTH) WITH 250 MM THICK 1ST. CLASS BRICK WORK IN CEMENT MORTAR (1:4) ON ALL SIDES, BOTTOM OF THE PIT CONSISTING OF 100 MM THICK CEMENT CONCRETE (1:3:6) WITH STONE CHIPS OVER A LAYER OF JHAMA BRICK FLAT SOLING, 15 MM THICK (1:4) CEMENT PLASTER TO INSIDE WALLS AND OUT-SIDE WALLS UPTO G.L. AND 20 MM.THICK (1:4) PLASTER TO BOTTOM OF THE PIT, PROVIDING NECESSARY INVERT WITH CEMENT CONCRETE (1:3:6) WITH STONE CHIPS AS PER DIRECTION, NEAT CEMENT FINISHING TO ENTIRE INTERNAL SURFACES, TOP OF THE PIT COVERED WITH 100 MM THICK R.C.C. SLAB (1:1.5:3) WITH STONE CHIPS AND NECESSARY REINFORCEMENTS UPTO 1% AND SHUTTERING INCLUDING 6 MM THICK CEMENT PLASTER (1:4) IN ALL EXTERNAL SURFACES OF THE SLAB AND ONE 560 MM DIA. R.C.C. MANHOLE COVER OF APPROVED MAKE SUPPLIED, FITTED AND FIXED IN THE SLAB WITH NECESSARY FITTINGS, NECESSARY EARTHWORK IN EXCAVATION IN ALL SORTS OF SOIL, FILLING SIDES OF THE PIT WITH EARTH AND REMOVING SPOILS AFTER WORK COMPLETE IN ALL RESPECT WITH ALL COSTS OF LABOUR AND MATERIALS.I) WITH PAKUR VARIETY (OTHER THAN SAIL/TATA/RINL).

(ITEM CODE- 147414) SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION PIT,SEPTIC TANK,SOAK PIT ETC. (A) ORIGINAL WORKS 1.CONSTRUCTING INSPECTION PIT OF INSIDE MEASUREMENT 600MM X 600MM X UPTO 600MM(DEPTH) WITH 250 MM THICK 1ST. CLASS BRICK WORK IN CEMENT MORTAR (1:4) ON ALL SIDES, BOTTOM OF THE PIT CONSISTING OF 100 MM THICK CEMENT CONCRETE (1:3:6) WITH STONE CHIPS OVER A LAYER OF JHAMA BRICK FLAT SOLING, 15 MM THICK (1:4) CEMENT PLASTER TO INSIDE WALLS AND OUT-SIDE WALLS UPTO G.L. AND 20 MM.THICK (1:4) PLASTER TO BOTTOM OF THE PIT, PROVIDING NECESSARY INVERT WITH CEMENT CONCRETE (1:3:6) WITH STONE CHIPS AS PER DIRECTION, NEAT CEMENT FINISHING TO ENTIRE INTERNAL SURFACES, TOP OF THE PIT COVERED WITH 100 MM THICK R.C.C. SLAB (1:1.5:3) WITH STONE CHIPS AND NECESSARY REINFORCEMENTS UPTO 1% AND SHUTTERING INCLUDING 6 MM THICK CEMENT PLASTER (1:4) IN ALL EXTERNAL SURFACES OF THE SLAB AND ONE 560 MM DIA. R.C.C. MANHOLE COVER OF APPROVED MAKE SUPPLIED, FITTED AND FIXED IN THE SLAB WITH NECESSARY FITTINGS, NECESSARY EARTHWORK IN EXCAVATION IN ALL SORTS OF SOIL, FILLING SIDES OF THE PIT WITH EARTH AND REMOVING SPOILS AFTER WORK COMPLETE IN ALL RESPECT WITH ALL COSTS OF LABOUR AND MATERIALS.III) EXTRA FOR EACH ADDITIONAL DEPTH OF 150 MM OR PART THEREOF BEYOND INITIAL 600 MM DEPTH.

(ITEM CODE- 148878) CONSTRUCTION OF SPECIAL INSPECTION CHAMBER PIT OF SIZE 900MM. X 600MM. (INSIDE MEASUREMENT) WITHOUT SHAFT WITH 250MM. THICK CEMENT BRICK WORK (1:4) OVER150MM. THICK JHAMA CEMENT CONC. (1:4:8) BED OVER A LAYER OF BRICK FLAT SOLING INCLUDING PROVIDING 150MM. THICK R.C.C. SLAB WITH ORDINARY CEMENT CONCRETE (MIX 1:1.5:3) WITH REINFORCEMENT AS PER STANDARD DRAWING OVER THE CHAMBER, BRICK ON EDGE FLOORING WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) IN THE INVERT WITH 20MM. THICK CEMENT PLASTER (1:4) FINISHED FINE WITH 1.5 MM. THICK NEAT CEMENT IN THE INSIDE WALLS AND INVERT INCLUDING SUPPLYING, FITTING AND FIXING 450MM. DIA. (15 M.T.) HEAVY DUTY R.C.P.C. COVER AND FRAME (15 M.T. LOAD-BEARING CAPACITY) WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) AND C.I. STEPS (4 KG. EACH) INCLUDING CUTTING HARD CRUST, EXCAVATION, DEWATERING, BACK FILLING AND REMOVAL OF SPOILS BUT EXCLUDING SHORING AS PER STANDARD DRAWING .(DEPTH OF INVERT BETWEEN 1.15M. TO 1.80M. BELOW G.L.) I) AVERAGE DEPTH OF INVERT 1.15 M. BELOW G.L.

(ITEM CODE- 148883) 23.CONSTRUCTION OF CATCH PIT 600MMX525MM. (INSIDE MEASUREMENT) AND DEPTH OF INVERT 1000MM. BELOW G.L. WITH 250MM. THICK CEMENT BRICK WORK (1:4) OVER 100MM. THICK JHAMA CEMENT CONCRETE (1:4:8) BED OVER A LAYER OF BRICK FLAT SOLING INCLUDING PROVIDING 100MM. THICK R.C.C. SLAB WITH ORDINARY CEMENT CONCRETE (MIX 1:1.5:3) WITH REINFORCEMENT AS PER STANDARD DRAWING, BRICKON- EDGE FLOORING WITH 20 MM. THICK CEMENT PLASTER (1:4) FINISHED FINE WITH 1.5 MM. THICK NEAT CEMENT IN THE INSIDE WALLS AND INVERT INCLUDING SUPPLYING AND FIXING R.C.P.C. GULLY GRID (5 M.T.LOAD BEARING CAPACITY) AND 150 MM. DIA. C.I. SYPHONE INCLUDING CUTTING HARD CRUST, EXCAVATION, DEWATERING, BACK FILLING AND REMOVAL OF SPOILS AS PER STANDARD DRAWING

(ITEM CODE- 148884) 24.CONSTRUCTION OF MANHOLE WITH CHAMBER OF SIZE AS GIVEN BELOW AS PER REQUIREMENT WITHOUT SHAFT WITH CEMENT BRICK WORK (1:4) OVER 150MM. THICK JHAMA CEMENT CONC. (1:4:8) BED OVER A LAYER OF BRICK FLAT SOLING INCLUDING PROVIDING 150MM. THICK R.C.C. SLAB WITH ORDINARY CEMENT CONCRETE (MIX1:1.5:3) WITH REINFORCEMENT AS PER STANDARD DRAWING OVER THE CHAMBER CHAMBER, BRICK ON EDGE FLOORING WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) IN THE INVERT WITH 20MM. THICK CEMENT PLASTERING (1:4) FINISHED FINE WITH NEAT CEMENT 1.50 MM. THICK IN THE INSIDE WALLS AND INVERT, INCLUDING SUPPLYING, FITTING AND FIXING R.C.P.C. MANHOLE COVER & FRAME (35 M.T. LOAD BEARING CAPACITY) WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) & C.I. STEPS (4KG. EACH) INCLUDING CUTTING HARD CRUST, EXCAVATION, DEWATERING, BACK FILLING AND REMOVAL OF SPOILS BUT EXCLUDING SHORING COMPLETE AS PER STANDARD DRAWING .(DEPTH OF INVERT SHALL BE BETWEEN 1.25 M. AND 1.80 M. BELOW G.L.).I) AVERAGE DEPTH OF INVERT 1.25 M. BELOW G.L WITH 250 MM. THICK BRICK WORK A) 150 MM TO 400 MM DIA HAVING INTERNAL SIZE (1500MMX750MM)

(ITEM CODE- 148888) 24.CONSTRUCTION OF MANHOLE WITH CHAMBER OF SIZE AS GIVEN BELOW AS PER REQUIREMENT WITHOUT SHAFT WITH CEMENT BRICK WORK (1:4) OVER 150MM. THICK JHAMA CEMENT CONC. (1:4:8) BED OVER A LAYER OF BRICK FLAT SOLING INCLUDING PROVIDING 150MM. THICK R.C.C. SLAB WITH ORDINARY CEMENT CONCRETE (MIX1:1.5:3) WITH REINFORCEMENT AS PER STANDARD DRAWING OVER THE CHAMBER CHAMBER, BRICK ON EDGE FLOORING WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) IN THE INVERT WITH 20MM. THICK CEMENT PLASTERING (1:4) FINISHED FINE WITH NEAT CEMENT 1.50 MM. THICK IN THE INSIDE WALLS AND INVERT, INCLUDING SUPPLYING, FITTING AND FIXING R.C.P.C. MANHOLE COVER & FRAME (35 M.T. LOAD BEARING CAPACITY) WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) & C.I. STEPS (4KG. EACH) INCLUDING CUTTING HARD CRUST, EXCAVATION, DEWATERING, BACK FILLING AND REMOVAL OF SPOILS BUT EXCLUDING SHORING COMPLETE AS PER STANDARD DRAWING .(DEPTH OF INVERT SHALL BE BETWEEN 1.25 M. AND 1.80 M. BELOW G.L.).II) ADDITION TO RATE OF MANHOLE CHAMBER WITHOUT SHAFT AS PER ABOVE ITEM FOR EACH ADDITION IN DEPTH OF 150 MM. OR PART THEREOF. WITH 250 MM. THICK BRICK WORK A) 150 MM TO 400 MM DIA HAVING INTERNAL SIZE (1500MMX750MM)

(ITEM CODE- 142140) BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC. 1. DISMANTLING ALL TYPES OF MASONRY EXCEPTING CEMENT CONCRETE PLAIN OR REINFORCED, STACKING SERVICEABLE MATERIALS AT SITE AND REMOVING RUBBISH AS DIRECTED WITHIN A LEAD OF 75 M. (A) IN GROUND FLOOR INCLUDING ROOF.

(ITEM CODE- 152653) BUILDING WORKS ( C ) BRICKWORKS,CONCRETE WORKS ETC A. BRICK WORKS 7. BRICK WORK WITH 1ST CLASS BRICKS IN CEMENT MORTAR (1:4) (A) IN FOUNDATION AND PLINTH. ( 3RD CORRIGENDA & ADDENDA DATED 04.06.2018)

(ITEM CODE- 143551) SECTION 1. ------------BUILDING WORKS (I) PLASTERING, POINTING ETC. A. ORIGINAL WORKS 1.PLASTER (TO WALL, FLOOR, CEILING ETC.) WITH SAND AND CEMENT MORTAR INCLUDING ROUNDING OFF OR CHAMFERING CORNERS AS DIRECTED AND RAKING OUT JOINTS INCLUDING THROATING, NOSING AND DRIP COURSE, SCAFFOLDING/STAGING WHERE NECESSARY (GROUND FLOOR).[EXCLUDING COST OF CHIPPING OVER CONCRETE SURFACE](II) WITH 1:4 CEMENT MORTAR (B) 15 MM THICK PLASTER

(ITEM CODE- 147464) SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION PIT,SEPTIC TANK,SOAK PIT ETC.8.SUPPLYING, FITTING AND FIXING IN POSITION REINFORCED CEMENT POLYMER CONCRETE MANHOLE /GULLY PIT COVER WITH MATCHING FRAME.AS PER I.S-12592(M.D) (IV) 15 MT LOAD BEARING CAPACITY ROUND MANHOLE COVER PROVIDED WITH TWO LIFTER HOOKS FITTED WITH MATCHING FRAME OF SIZE COVER: 460 MM X 75 MM FRAME: 620 MM X 150 MM OPENING: 360MM WEIGHT: 100 KG (APPROX)

(ITEM CODE- 148877) SUPPLYING, FITTING AND FIXING IN POSITION REINFORCED CEMENT POLYMER CONCRETE MANHOLE / GULLY PIT COVER WITH MATCHING FRAME AS PER I.S. 12592 (M.D.) I) 15 MT LOAD BEARING CAPACITY GULLY PIT COVER WITH FRAME AND HINGE ARRANGEMENT FOR OPENING OF SIZE COVER : 565 MM. X 410 MM. X 90 MM. FRAME : 715 MM. X 565 MM. X 185 MM. WEIGHT : 140 KG. (APPROX.)

(ITEM CODE- 147470) SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION PIT,SEPTIC TANK,SOAK PIT ETC.8.SUPPLYING, FITTING AND FIXING IN POSITION REINFORCED CEMENT POLYMER CONCRETE MANHOLE /GULLY PIT COVER WITH MATCHING FRAME.AS PER I.S-12592(M.D) (VIII) 5 MT LOAD BEARING CAPACITY GULLY PIT COVER WITH FRAME AND HINGE ARRANGEMENT FOR OPENING OF SIZE (VIII) 5 MT LOAD BEARING CAPACITY GULLY PIT COVER WITH FRAME AND HINGE ARRANGEMENT FOR OPENING OF SIZE COVER: 470 MM X 420 MM X 80 MM FRAME: 590 MM X 550 MM X 170 MM OPENING: 380MM X 305MM WEIGHT: 100 KG (APPROX)

(ITEM CODE- 148023) RAISING COVER AND FRAME OF SPECIAL INSPECTION PIT WITH CBW (1:4), 250 MM THICK UP TO 100MM HIGH WITH 20MM THICK SAND AND CEMENT PLASTER (1:4) INCLUDING FINISHING WITH NEAT CEMENT AFTER CUTTING THE ASPHALTUM PAVEMENT TAKING OUT AND RE-FIXING THE EXISTING COVER AND FRAME WITH CEMENT CONCRETE (1:1.5:3) WITH STONE CHIPS ALL ROUND THE FRAME SURFACE INCLUDING REMOVAL OF SURPLUS SPOILS.

(ITEM CODE- 148021) RAISING GULLY PIT COVER AND FRAME WITH CBW (1:4), 250 MM THICK UP TO 100MM HIGH WITH 20MM THICK SAND AND CEMENT PLASTER WITH NEAT CEMENT AFTER DISMANTILING THE EXISTING SETTING AND TAKING OUT AND REFIXING THE EXISTING COVER AND FRAME WITH CEMENT CONCRETE (1:1.5:3) WITH STONE CHIPS ALL ROUND THE FRAME SURFACE INCLUDING REMOVAL OF SURPLUS SPOILS.

(ITEM CODE- 148879) CONSTRUCTION OF SPECIAL INSPECTION CHAMBER PIT OF SIZE 900MM. X 600MM. (INSIDE MEASUREMENT) WITHOUT SHAFT WITH 250MM. THICK CEMENT BRICK WORK (1:4) OVER150MM. THICK JHAMA CEMENT CONC. (1:4:8) BED OVER A LAYER OF BRICK FLAT SOLING INCLUDING PROVIDING 150MM. THICK R.C.C. SLAB WITH ORDINARY CEMENT CONCRETE (MIX 1:1.5:3) WITH REINFORCEMENT AS PER STANDARD DRAWING OVER THE CHAMBER, BRICK ON EDGE FLOORING WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) IN THE INVERT WITH 20MM. THICK CEMENT PLASTER (1:4) FINISHED FINE WITH 1.5 MM. THICK NEAT CEMENT IN THE INSIDE WALLS AND INVERT INCLUDING SUPPLYING, FITTING AND FIXING 450MM. DIA. (15 M.T.) HEAVY DUTY R.C.P.C. COVER AND FRAME (15 M.T. LOAD BEARING CAPACITY) WITH ORDINARY CEMENT CONCRETE (MIX 1:2:4) AND C.I. STEPS (4 KG. EACH) INCLUDING CUTTING HARD CRUST, EXCAVATION, DEWATERING, BACK FILLING AN REMOVAL OF SPOILS BUT EXCLUDING SHORING AS PER STANDARD DRAWING .(DEPTH OF INVERT BETWEEN 1.15M. TO 1.80M. BELOW G.L.) II) ADDITION AND DEDUCTION OF RATE OF SPECIAL INSPECTION CHAMBER PIT AS PER ABOVE ITEM FOR EACH ADDITION OR REDUCTION IN DEPTH OF 150 MM. OR PART THEREOF.

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