KMC/DG(S_D)/SDMF/25-26/DHALIPA

EXCAVATION OF TRIAL PIT (3.0 M X 1.0 M X (UPTO) 3.0 M) FOR FIXING OF PUMPING MAIN, WASHOUT LINE RAKING EVERY DETECTION AGAINST DAMAGE OF S.W. PIPE LINE ELECTRICAL CABLE ETC. AS UNDERGROUND OBSTRUCTION INCLUDING 37.5 MM TIMBER SHUTTERING, EARTH CUTTING, DEWATERING, BARRICADING AND BACK FILLING ETC. AS PER DIRECTION OF E-I-C

HIRE 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

EARTH WORK IN EXCAVATION OF FOUNDATION TRENCHES OR DRAINS, IN ALL SORTS OF SOIL (INCLUDING MIXED SOIL BUT EXCLUDING LATERITE OR SANDSTONE) INCLUDING REMOVING, SPREADING OR STACKING THE SPOILS WITHIN A LEAD OF 75 M. AS DIRECTED. THE ITEM INCLUDES NECESSARY TRIMMING THE SIDES OF TRENCHES LEVELLING, DRESSING AND RAMMING THE BOTTOM, BAILING OUT WATER AS REQUIRED COMPLETE. (A) DEPTH OF EXCAVATION NOT EXCEEDING 1,500 MM.

EARTH WORK IN EXCAVATION OF FOUNDATION TRENCHES OR DRAINS, IN ALL SORTS OF SOIL (INCLUDING MIXED SOIL BUT EXCLUDING LATERITE OR SANDSTONE) INCLUDING REMOVING, SPREADING OR STACKING THE SPOILS WITHIN A LEAD OF 75 M. AS DIRECTED. THE ITEM INCLUDES NECESSARY TRIMMING THE SIDES OF TRENCHES LEVELLING, DRESSING AND RAMMING THE BOTTOM, BAILING OUT WATER AS REQUIRED COMPLETE (B) DEPTH OF EXCAVATION FOR ADDITIONAL DEPTH BEYOND 1,500 MM. AND UPTO 3,000 MM. BUT NOT REQUIRING SHORING

EARTH WORK IN EXCAVATION OF FOUNDATION TRENCHES OR DRAINS, IN ALL SORTS OF SOIL (INCLUDING MIXED SOIL BUT EXCLUDING LATERITE OR SANDSTONE) INCLUDING REMOVING, SPREADING OR STACKING THE SPOILS WITHIN A LEAD OF 75 M. AS DIRECTED. THE ITEM INCLUDES NECESSARY TRIMMING THE SIDES OF TRENCHES LEVELLING, DRESSING AND RAMMING THE BOTTOM, BAILING OUT WATER AS REQUIRED COMPLETE (B) DEPTH OF EXCAVATION FOR ADDITIONAL DEPTH BEYOND 3,000 MM. AND UPTO 4,000 MM. EXCLUDING COST OF SHORING AS NECESSARY.

EARTH WORK IN EXCAVATION OF FOUNDATION TRENCHES OR DRAINS, IN ALL SORTS OF SOIL (INCLUDING MIXED SOIL BUT EXCLUDING LATERITE OR SANDSTON(E) INCLUDING REMOVING, SPREADING OR STACKING THE SPOILS WITHIN A LEAD OF 75 M.AS DIRECTED. THE ITEM INCLUDES NECESSARY TRIMMING THE SIDES OF TRENCHES, LEVELLING, DRESSING AND RAMMING THE BOTTOM, BAILING OUT WATER AS REQUIRED COMPLETE. (EXCLUDING COST OF SHORING). (A) BEYOND 4000 MM TO 6000 MM BELOW G.L.

HIRE AND LABOUR CHARGES FOR SHORING WORK (INCLUDING NECESSARY CLOSE PLANK WALLING, FRAMING, EUCALYPTUS/JHOU BULLA PILING, STRUTTING ETC) COMPLETE AS PER DIRECTION OF THE ENGINEER-IN-CHARGE FOR EXCAVATION WORKS (VERTICAL SURFACE ARE IN CONTACT WITH SUPPORTED EARTH IS TO BE MEASURED.) (THIS ITEM SHOULD BE EXECUTED ON SPECIFIC DIRECTION OF THE ENGINNER IN CHARG(E).WITH 5.0 CM. THICK TIMBER PLANKS. FOR DEPTH UPTO 6.00 M BELOW G.L B) BEYOND 2.0 M. AND UPTO 4.0 M. TRENCH WIDTH

HIRE AND LABOUR CHARGES FOR SHORING WITH SHEET PILE (12 MM THICK) & ISMB- 250 RUNNER, STRUTS, ANCHOR, TIE ETC. COMPLETE. BEAM SECTION CONFORMING TO IS- 226 IS:808 & SP(6)-1964 INCLUDING CUTTING TO REQUISITE LENGTH, FABRICATION WITH NECESSARY WELDING CONFORMING TO IS: 816-1956 & IS: 1995 USING ELECTRODES OF APPROVED MAKE AND BRAND CONFORMING TO IS: 814-1957 INCLUDING DRIVING AND COMPLETE REMOVING THEM AS PER DIRECTION OF THE ENGINEER-IN- CHARGE. FOR OVERALL DEPTH OF EXCAVATION FROM G.L., A) 4.0 M TO BELOW 5.0 M.

FILLING IN FOUNDATION OR PLINTH BY SILVER SAND IN LAYERS NOTEXCEEDING 150 MM AS DIRECTED AND CONSOLIDATING THE SAME BYTHOROUGH SATURATION WITH WATER, RAMMING COMPLETE INCLUDING THE COST OF SUPPLY OF SAND. (PAYMENT TO BE MADE ON MEASUREMENT OF FINISHED QUANTITY)

SINGLE BRICK FLAT SOLING OF PICKED JHAMA BRICKS INCLUDING RAMMING AND DRESSING BED TO PROPER LEVEL AND FILLING JOINTS WITH LOCAL SAND.

CEMENT CONCRETE WITH GRADED JHAMA KHOA (30 MM SIZE) EXCLUDING SHUTTERING IN GROUND FLOOR AND FOUNDATION (A) 1:3:6 PROPORTION

CEMENT CONCRETE WITH GRADED JHAMA KHOA (30 MM SIZE) EXCLUDING SHUTTERING IN GROUND FLOOR AND FOUNDATION (B) 1:4:8 PROPORTION

BRICK-ON-EDGE FLOOR OR PAVEMENT WITH 1ST CLASS BRICK SET CLOSE IN CEMENT MORTAR (1:6) AND LAID WITH CUSHION OF SAND BELOW (INCLUDING COST THEREOF) INCLUDING RULED OR FLUSH POINTING WITH CEMENT MORTAR (1:4) ON TOP. ( 3RD CORRIGENDA & ADDENDA DATED 04.06.2018)

COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER GASKET BORE DIA IN MM 600 THICKNESS IN MM 85 STANDARD LENGTH IN M. 2.5

COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER GASKET BORE DIA IN MM 800 THICKNESS IN MM 95 STANDARD LENGTH IN M. 2.5

COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER GASKET BORE DIA IN MM 1000 THICKNESS IN MM 115 STANDARD LENGTH IN M. 2.5

COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER GASKET BORE DIA IN MM 1200 THICKNESS IN MM 120 STANDARD LENGTH IN M. 2.5

COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER GASKET BORE DIA IN MM 1400 THICKNESS IN MM 135 STANDARD LENGTH IN M. 2.5

COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER GASKET BORE DIA IN MM 1600 THICKNESS IN MM 140 STANDARD LENGTH IN M. 2.5

COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER GASKET BORE DIA IN MM 1800 THICKNESS IN MM 150 STANDARD LENGTH IN M. 2.5

COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER GASKET BORE DIA IN MM 2000 THICKNESS IN MM 170 STANDARD LENGTH IN M. 2.5

LAYING OF R.C.C. PIPE WITH SPIGOT ... SOCKET/ROLL ON JOINTED PIPE, LOWERING THE SAME INTO THE TRENCH LAYING ON THE BED IN TRENCHES IN PRESCRIBED GRADIENT, DEPTH AND ALIGNMENT, FILLING THE END GROOVES WITH NECESSARY BITUMASTIC COMPOUND, FILLING CAULKING SPACE WITH TARRED GASKET OR WITH RUBBER GASKET OF APPROPRIATE SIZE & COVERING WITH CEMENT MORTAR (1:2) & TESTING THE JOINTS ETC. COMPLETE AS PER DRAWING, SPECIFICATION INCLUDING CARRIAGE OF PIPES FROM SITE STACKS TO THE PLACE OF LAYING ETC. & AS PER DIRECTION OF THE ENGINEER-INCHARGE.( PAYMENT TO BE MADE ON THE BASIS OF ACTUAL FINISHED LENGTH OF THE PIPE LIN(E). A) CLASS NP-3 PIPE S) 600 MM. DIA.

LAYING OF R.C.C. PIPE WITH SPIGOT ... SOCKET/ROLL ON JOINTED PIPE, LOWERING THE SAME INTO THE TRENCH LAYING ON THE BED IN TRENCHES IN PRESCRIBED GRADIENT, DEPTH AND ALIGNMENT, FILLING THE END GROOVES WITH NECESSARY BITUMASTIC COMPOUND, FILLING CAULKING SPACE WITH TARRED GASKET OR WITH RUBBER GASKET OF APPROPRIATE SIZE & COVERING WITH CEMENT MORTAR (1:2) & TESTING THE JOINTS ETC. COMPLETE AS PER DRAWING, SPECIFICATION INCLUDING CARRIAGE OF PIPES FROM SITE STACKS TO THE PLACE OF LAYING ETC. & AS PER DIRECTION OF THE ENGINEER-INCHARGE.( PAYMENT TO BE MADE ON THE BASIS OF ACTUAL FINISHED LENGTH OF THE PIPE LIN(E). A) CLASS NP-3 PIPE S) 800 MM. DIA.

LAYING OF R.C.C. PIPE WITH SPIGOT ... SOCKET/ROLL ON JOINTED PIPE, LOWERING THE SAME INTO THE TRENCH LAYING ON THE BED IN TRENCHES IN PRESCRIBED GRADIENT, DEPTH AND ALIGNMENT, FILLING THE END GROOVES WITH NECESSARY BITUMASTIC COMPOUND, FILLING CAULKING SPACE WITH TARRED GASKET OR WITH RUBBER GASKET OF APPROPRIATE SIZE & COVERING WITH CEMENT MORTAR (1:2) & TESTING THE JOINTS ETC. COMPLETE AS PER DRAWING, SPECIFICATION INCLUDING CARRIAGE OF PIPES FROM SITE STACKS TO THE PLACE OF LAYING ETC. & AS PER DIRECTION OF THE ENGINEER-INCHARGE.(PAYMENT TO BE MADE ON THE BASIS OF ACTUAL FINISHED LENGTH OF THE PIPE LIN(E). A) CLASS NP-3 PIPE S) 1000 MM. DIA.

LAYING OF R.C.C. PIPE WITH SPIGOT ... SOCKET/ROLL ON JOINTED PIPE, LOWERING THE SAME INTO THE TRENCH LAYING ON THE BED IN TRENCHES IN PRESCRIBED GRADIENT, DEPTH AND ALIGNMENT, FILLING THE END GROOVES WITH NECESSARY BITUMASTIC COMPOUND, FILLING CAULKING SPACE WITH TARRED GASKET OR WITH RUBBER GASKET OF APPROPRIATE SIZE & COVERING WITH CEMENT MORTAR (1:2) & TESTING THE JOINTS ETC. COMPLETE AS PER DRAWING, SPECIFICATION INCLUDING CARRIAGE OF PIPES FROM SITE STACKS TO THE PLACE OF LAYING ETC. & AS PER DIRECTION OF THE ENGINEER-INCHARGE.( PAYMENT TO BE MADE ON THE BASIS OF ACTUAL FINISHED LENGTH OF THE PIPE LIN(E). A) CLASS NP-3 PIPE S) 1200 MM. DIA

LAYING OF R.C.C. PIPE WITH SPIGOT ... SOCKET/ROLL ON JOINTED PIPE, LOWERING THE SAME INTO THE TRENCH LAYING ON THE BED IN TRENCHES IN PRESCRIBED GRADIENT, DEPTH AND ALIGNMENT, FILLING THE END GROOVES WITH NECESSARY BITUMASTIC COMPOUND, FILLING CAULKING SPACE WITH TARRED GASKET OR WITH RUBBER GASKET OF APPROPRIATE SIZE & COVERING WITH CEMENT MORTAR (1:2) & TESTING THE JOINTS ETC. COMPLETE AS PER DRAWING, SPECIFICATION INCLUDING CARRIAGE OF PIPES FROM SITE STACKS TO THE PLACE OF LAYING ETC. & AS PER DIRECTION OF THE ENGINEER-INCHARGE.(PAYMENT TO BE MADE ON THE BASIS OF ACTUAL FINISHED LENGTH OF THE PIPE LINE). A) CLASS NP-3 PIPE J) 1400 MM DIA

LAYING OF R.C.C. PIPE WITH SPIGOT ... SOCKET/ROLL ON JOINTED PIPE, LOWERING THE SAME INTO THE TRENCH LAYING ON THE BED IN TRENCHES IN PRESCRIBED GRADIENT, DEPTH AND ALIGNMENT, FILLINGTHE END GROOVES WITH NECESSARY BITUMASTIC COMPOUND, FILLING CAULKING SPACE WITH TARRED GASKET OR WITH RUBBER GASKET OF APPROPRIATE SIZE & COVERING WITH CEMENT MORTAR (1:2) & TESTING THE JOINTS ETC. COMPLETE AS PER DRAWING, SPECIFICATION INCLUDING CARRIAGE OF PIPES FROM SITE STACKS TO THE PLACE OF LAYING ETC. & AS PER DIRECTION OF THE ENGINEER-INCHARGE.( PAYMENT TO BE MADE ON THE BASIS OF ACTUAL FINISHED LENGTH OF THE PIPE LINE). A) CLASS NP-3 PIPE H) 1600 MM. DIA.

LAYING OF R.C.C. PIPE WITH SPIGOT ... SOCKET/ROLL ON JOINTED PIPE, LOWERING THE SAME INTO THE TRENCH LAYING ON THE BED IN TRENCHES IN PRESCRIBED GRADIENT, DEPTH AND ALIGNMENT, FILLING THE END GROOVES WITH NECESSARY BITUMASTIC COMPOUND, FILLING CAULKING SPACE WITH TARRED GASKET OR WITH RUBBER GASKET OF APPROPRIATE SIZE & COVERING WITH CEMENT MORTAR (1:2) & TESTING THE JOINTS ETC. COMPLETE AS PER DRAWING, SPECIFICATION INCLUDING CARRIAGE OF PIPES FROM SITE STACKS TO THE PLACE OF LAYING ETC. & AS PER DIRECTION OF THE ENGINEER-INCHARGE.( PAYMENT TO BE MADE ON THE BASIS OF ACTUAL FINISHED LENGTH OF THE PIPE LINE). A) CLASS NP-3 PIPEF) F) 1800 MM DIA

LAYING OF R.C.C. PIPE WITH SPIGOT ... SOCKET/ROLL ON JOINTED PIPE, LOWERING THE SAME INTO THE TRENCH LAYING ON THE BED IN TRENCHES IN PRESCRIBED GRADIENT, DEPTH AND ALIGNMENT, FILLING THE END GROOVES WITH NECESSARY BITUMASTIC COMPOUND, FILLING CAULKING SPACE WITH TARRED GASKET OR WITH RUBBER GASKET OF APPROPRIATE SIZE & COVERING WITH CEMENT MORTAR (1:2) & TESTING THE JOINTS ETC. COMPLETE AS PER DRAWING, SPECIFICATION INCLUDING CARRIAGE OF PIPES FROM SITE STACKS TO THE PLACE OF LAYING ETC. & AS PER DIRECTION OF THE ENGINEER-INCHARGE.( PAYMENT TO BE MADE ON THE BASIS OF ACTUAL FINISHED LENGTH OF THE PIPE LINE). A) CLASS NP-3 PIPEF) F) 2000 MM DIA

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) 225 MM

CONSTRUCTION OF MANHOLE WITH CHAMBER OF SIZE AS GIVEN BELOW AS PER REQUIREMENT AND 600MM X 600MM. (INSIDE MEASUREMENT) SQUARE SHAFT, WITH CEMENT BRICK WORK (1:4) OVER 150 MM. THICK JHAMA CEMENT CONCRETE (1:4:8) BED, OVER A LAYER OF BRICK FLAT SOLING INCLUDING PROVIDING 150MM. THICK R.C.C. SLAB WITH ORDINARY 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 1.5MM. THICK NEAT CEMENT IN THE INSIDE WALLS AND INVERT INCLUDING SUPPLYING, FITTING AND FIXING R.C.P.C. COVER AND FRAME (35 M.T. LOAD BEARING CAPACITY) WITH ORDINARY CEMENTCONCRETE (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 COMPLETE AS PER STANDARD DRAWING. (DEPTH OF INVERT SHALL NOT BE LESS THAN 1.80M BELOW G.L.)AVERAGE DEPTH OF INVERT 2.5M. BELOW G.L.III) AVERAGE DEPTH OF INVERT 2.5M. BELOW G.L WITH 375 MM. THICK BRICK WORK B) ABOVE 400 MM TO 600 MM DIA HAVING INTERNAL SIZE (1500MMX1100MM)

CONSTRUCTION OF MANHOLE WITH CHAMBER OF SIZE AS GIVEN BELOW AS PER REQUIREMENT AND 600MM X 600MM. (INSIDE MEASUREMENT) SQUARE SHAFT, WITH CEMENT BRICK WORK (1:4) OVER 150 MM. THICK JHAMA CEMENT CONCRETE (1:4:8) BED, OVER A LAYER OF BRICK FLAT SOLING INCLUDING PROVIDING 150MM. THICK R.C.C. SLAB WITH ORDINARY 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 WITH1.5MM. THICK NEAT CEMENT IN THE INSIDE WALLS AND INVERT INCLUDING SUPPLYING, FITTING AND FIXING R.C.P.C. COVER AND FRAME (35 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 COMPLETE AS PER STANDARD DRAWING. (DEPTH OF INVERT SHALL NOT BE LESS THAN 1.80M BELOW G.L.)AVERAGE DEPTHOF INVERT 2.5M. BELOW G.L.III) AVERAGE DEPTH OF INVERT 2.5M. BELOW G.L WITH 375 MM. THICK BRICK WORK C) ABOVE 600 MM TO 900 MM DIA HAVING INTERNAL SIZE (1500MMX1500MM)

CONSTRUCTION OF MANHOLE WITH CHAMBER OF SIZE AS GIVEN BELOW AS PER REQUIREMENT AND 600MM X 600MM. (INSIDE MEASUREMENT) SQUARE SHAFT, WITH CEMENT BRICK WORK (1:4) OVER 150 MM. THICK JHAMA CEMENT CONCRETE (1:4:8) BED, OVER A LAYER OF BRICK FLAT SOLING INCLUDING PROVIDING 150MM. THICK R.C.C. SLAB WITH ORDINARY 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 1.5MM. THICK NEAT CEMENT IN THE INSIDE WALLS AND INVERT INCLUDING SUPPLYING, FITTING ANDFIXING R.C.P.C. COVER AND FRAME (35 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 COMPLETE AS PER STANDARD DRAWING. (DEPTH OF INVERT SHALL NOT BE LESS THAN 1.80M BELOW G.L.)AVERAGE DEPTH OF INVERT 2.5M. BELOW G.L.III) AVERAGE DEPTH OF INVERT 2.5M. BELOW G.L WITH 375 MM. THICK BRICK WORK (D) ABOVE 900 MM TO 1200 MM DIA HAVING INTERNAL SIZE (1500MMX1600MM)

CONSTRUCTION OF MANHOLE WITH CHAMBER OF SIZE AS GIVEN BELOW AS PER REQUIREMENT AND 600MM X 600MM. (INSIDE MEASUREMENT) SQUARE SHAFT, WITH CEMENT BRICK WORK (1:4) OVER 150 MM. THICK JHAMA CEMENT CONCRETE (1:4:8) BED, OVER A LAYER OF BRICK FLAT SOLING INCLUDING PROVIDING 150MM. THICK R.C.C. SLAB WITH ORDINARY 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 1.5MM. THICK NEAT CEMENT IN THE INSIDE WALLS AND INVERT INCLUDING SUPPLYING, FITTING AND FIXING R.C.P.C. COVER AND FRAME (35 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 COMPLETE AS PER STANDARD DRAWING. (DEPTH OF INVERT SHALL NOT BE LESS THAN 1.80M BELOW G.L.)AVERAGE DEPTH OF INVERT 2.5M. BELOW G.L. IV) ADDITION OR REDUCTION TO RATE OF MANHOLE AS PER ABOVE ITEM FOR EACH ADDITION OR REDUCTION IN DEPTH OF 150 MM. OR PART THEREOF. WITH 375 MM. THICK BRICK WORK (DEPTH OF INVERT SHOULD NOT EXCEED 3.00M.) B) ABOVE 400 MM TO 600 MM DIA HAVING

CONSTRUCTION OF MANHOLE WITH CHAMBER OF SIZE AS GIVEN BELOW AS PER REQUIREMENT AND 600MM X 600MM. (INSIDE MEASUREMENT) SQUARE SHAFT, WITH CEMENT BRICK WORK (1:4) OVER 150 MM. THICK JHAMA CEMENT CONCRETE (1:4:8) BED, OVER A LAYER OF BRICK FLAT SOLING INCLUDING PROVIDING 150MM. THICK R.C.C. SLAB WITH ORDINARY 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 1.5MM. THICK NEAT CEMENT IN THE INSIDE WALLS AND INVERT INCLUDING SUPPLYING, FITTING AND FIXING R.C.P.C. COVER AND FRAME (35 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 COMPLETE AS PER STANDARD DRAWING. (DEPTH OF INVERT SHALL NOT BE LESS THAN 1.80M BELOW G.L.)AVERAGE DEPTH OF INVERT 2.5M. BELOW G.L. IV) ADDITION OR REDUCTION TO RATE OF MANHOLE AS PER ABOVE ITEM FOR EACH ADDITION OR REDUCTION IN DEPTH OF 150 MM. OR PART THEREOF. WITH 375 MM. THICK BRICK WORK (DEPTH OF INVERT SHOULD NOT EXCEED 3.00M.) C) ABOVE 600 MM TO 900 MM DIA HAVING

CONSTRUCTION OF MANHOLE WITH CHAMBER OF SIZE AS GIVEN BELOW AS PER REQUIREMENT AND 600MM X 600MM. (INSIDE MEASUREMENT) SQUARE SHAFT, WITH CEMENT BRICK WORK (1:4) OVER 150 MM. THICK JHAMA CEMENT CONCRETE (1:4:8) BED, OVER A LAYER OF BRICK FLAT SOLING INCLUDING PROVIDING 150MM. THICK R.C.C. SLAB WITH ORDINARY 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 WITH1.5MM. THICK NEAT CEMENT IN THE INSIDE WALLS AND INVERT INCLUDING SUPPLYING, FITTING AND FIXING R.C.P.C. COVER AND FRAME (35 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 COMPLETE AS PER STANDARD DRAWING. (DEPTH OF INVERT SHALL NOT BE LESS THAN 1.80M BELOW G.L.)AVERAGE DEPTH OF INVERT 2.5M. BELOW G.L. IV) ADDITION OR REDUCTION TO RATE OF MANHOLE AS PER ABOVE ITEM FOR EACH ADDITION OR REDUCTION IN DEPTH OF 150 MM. OR PART THEREOF. WITH 375 MM. THICK BRICK WORK (DEPTH OF INVERT SHOULD NOT EXCEED 3.00M.) (D) ABOVE 900 MM TO 1200 MM DIA HAVING

CONSTRUCTION OF GULLYPIT 1100MMX625MM. INSIDE MEASUREMENT AND DEPTH OF INVERT 1500MM. 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 150MM. THICK R.C.C. SLAB WITH ORDINARY CEMENT CONCRETE (MIX 1:1.5:3) WITH REINFORCEMENT AS PER STANDARD DRAWING, BRICKON-EDGE FLOORING IN THE INVERT, 20 MM. THICK CEMENT PLASTER (1:4) FINISHED FINE WITH 1.5 MM. THICK NEAT CEMENT IN THE INSIDE OF WALLS AND INVERT INCLUDING SUPPLYING, FITTING AND FIXING R.C.P.C. GULLY GRID (15-M.T.LOAD BEARING CAPACITY) AND 225 MM. DIA. C.I. SYPHONE INCLUDING CUTTING HARD CRUST, EXCAVATION, DEWATERING, BACK FILLING AND REMOVAL OF SPOILS AS PER STANDARD DRAWING

ORDINARY CEMENT CONCRETE ( MIX 1:2:4 ) WITH GRADED STONE CHIPS ( 20 MM NOMINAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT, IF ANY, IN GROUND FLOOR AS PER RELEVANT IS CODES (BASED ON PWD SCHEDULE OF RATES, W.E.F. 01.11.2017 WITH CORRIGENDA DT.04.06.2018)

BRICK WORK WITH 1ST CLASS BRICKS IN CEMENT MORTAR (1:4) (B) IN SUPERSTRUCTURE, GROUND FLOOR. ( 3RD CORRIGENDA & ADDENDA DATED 04.06.2018)

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 (A) 20 MM THICK PLASTER

NEAT CEMENT PUNNING ABOUT 1.5MM THICK IN WALL, DADO, WINDOW SILL, FLOOR ETC. NOTE:CEMENT 0.152 CU.M PER100 SQ.M

ORDINARY CEMENT CONCRETE ( MIX 1:1.5:3 ) WITH GRADED STONE CHIPS ( 20 MM NOMINAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT, IF ANY, IN GROUND FLOOR AS PER RELEVANT IS CODES (BASED ON PWD SCHEDULE OF RATES, W.E.F. 01.11.2017 WITH CORRIGENDA DT.04.06.2018)

HIRE AND LABOUR CHARGES FOR SHUTTERING WITH CENTERING AND NECESSARY STAGING UPTO 4 M USING APPROVED STOUT PROPS AND THICK HARD WOOD PLANKS OF APPROVED THICKNESS WITH REQUIRED BRACING FOR CONCRETE SLABS, BEAMS AND COLUMNS, LINTELS CURVED OR STRAIGHT INCLUDING FITTING, FIXING AND STRIKING OUT AFTER COMPLETION OF WORKS (UPTO ROOF OF GROUND FLOOR).(WHEN THE HEIGHT OF A PARTICULAR FLOOR IS MORE THAN 4 M THE EQUIVALENT FLOOR HEIGHT SHALL BE TAKEN AS 4 M AND EXTRA FOR WORKS BEYOND THE INITIAL 4 M HT. SHALL BE ALLOWED UNDER 12 (E) FOR EVERY 4 M OR PART THEREOF).(A) 25 MM TO 30 MM THICK WOODEN SHUTTERING AS PER DECISION & DIRECTION OF ENGINEER-IN CHARGE.NOTES:- FOR SHUTTERING IN SHELL ROOF, GRID ROOF WITH VERTICAL FACES FOLDED PLATE, ARCHED ROOF THE RATE IN 36 (A), 36 (B) & 37 (C ) OF SUBHEAD B ABOVE TO BE INCREASED BY 100 % . FOR GRID ROOF WITH SPLAYED FACES, RATE IS TO BE INCREASED BY 150%

REINFORCEMENT FOR REINFORCED CONCRETE WORK IN ALL SORTS OF STRUCTURES INCLUDING DISTRIBUTION BARS, STIRRUPS, BINDERS ETC INITIAL STRAIGHTENING AND REMOVAL OF LOOSE RUST (IF NECESSARY), CUTTING TO REQUISITE LENGTH, HOOKING AND BENDING TO CORRECT SHAPE, PLACING IN PROPER POSITION AND BINDING WITH 16 GAUGE BLACK ANNEALED WIRE AT EVERY INTERSECTION, COMPLETE AS PER DRAWING AND DIRECTION.(A) FOR WORKS IN FOUNDATION AND UPTO ROOF OF GROUND FLOOR/UPTO 4 M. (I) TOR STEEL/MILD STEEL.I. SAIL/ TATA/RINL. (10TH CORRIGENDA & ADDENDA DATED 22.01.2020)

SUPPLYING, FITTING AND FIXING C.I. STEPS OF APPROVED QUALITY AND DESIGN..

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) 35 MT LOAD BEARING CAPACITY ROUND MANHOLE COVER PROVIDED WITH TWO LIFTER HOOKS FITTED WITH MATCHING FRAME OF SIZE.COVER: 700 MM X 100 MM FRAME: 910 MM X 185 MM OPENING: 560MM WEIGHT: 245 KG (APPROX)

HIRE AND LABOUR CHARGES FOR 75 MM DIA BAMBOO RAILING ON JHAU/EUCALYPTUS OR OTHER APPROVED TIMBER POSTS 1.4 M ABOVE G.L. AND 0.60 M BELOW G. INCLUDING TYING STRONGLY WITH COIR ROPES AND BORING HOLES FOR POSTS IN ANY SOIL/ CONCRETE SURFACE/BITUMINIOUS SURFACE PACKING THE SIDES ETC INCLUDING COST OF CARRIAGE OF ALL MATERIALS AND LABOUR COMPLETE INCLUDING COST OF RESTORATION TO THE DAMAGES OF THE GROUND TO ITS ORIGINAL CONDITION AS PER DIRECTION OF ENGINEER IN CHARGE AFTER REMOVING THE BARRICADE. (COST OF RESTORATION WOULD BE PAID SEPARATELY.) (A) 75MM. DIA BAMBOO RAILING & 125MM. DIA JHAU/EUCALYPTUS/OTHER APPROVED TIMBER POSTS @ 1.60M APART. (I) RAILING WITH 4 ROWS.

REMOVAL OF RUBBISH,EARTH ETC. FROM THE WORKING SITE AND DISPOSAL OF THE SAME BEYOND THE COMPOUND, IN CONFORMITY WITH THE MUNICIPAL / CORPORATION RULES FOR SUCH DISPOSAL, LOADING INTO TRUCK AND CLEANING THE SITE IN ALL RESPECT AS PER DIRECTION OF ENGINEER IN CHARGE

EARTH WORK IN FILLING IN FOUNDATION TRENCHES OR PLINTH WITH GOOD EARTH, IN LAYERS NOT EXCEEDING 150 MM. INCLUDING WATERING AND RAMMING ETC. LAYER BY LAYER COMPLETE. (PAYMENT TO BE MADE ON THE BASIS OF MEASUREMENT OF FINISHED QUANTITY OF WORK) (A) WITH EARTH OBTAINED FROM EXCAVATION OF FOUNDATION.

SUPPLYING AND INSTALLATION OF PORTABLE PUMPING UNITS (DIESEL DRIVEN) FROM 3" TO 5" DIA SUCTION AND DELIVERY FOR REMOVAL OF FLOOD WATER AND SEWERAGE WATER ETC. FOR THE YEAR 2009-10 4" DIA PORTABLE PUMP

Sub Total

Please Enable Macros to View BoQ information