JWC Pipe line

Amount

Excavation in Soil (any type) using Hydraulic Excavator CK 90

Rehandelling and refilling of earth using Hydraulic Excavator CK 90

PROVIDING AND LAYING PLAIN CEMENT CONCRETE 1:2:4 WITH SHINGLE MIXED BY MECHANICAL MEANS USING CONCRETE MIXER VOLUMETRIC and needle vibrator TYPE INCLUDE S/O ,C/O LOADING AND UNLOADING OF MATERIAL COMPLETE IN ALL RESPECT

SHUTTERING FOR Precast and plain reinforced concrete blocks walls plates, bed plates, shelves etc

Providing, lowering in trenches to correctgradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc (600mm i/d pipe)

CARRIAGE OF LOCAL TIBBA SAND USING HYRAULIC EXCAVATOR AND HYDRAULIC TRACTOR TROLLY I/C CUTTING AND LOADING IN TROLLY ANDTRANSPORTING TO THE EMBANKMENT LOCATIONS WITH ALL LIFTS AND LEADS25.0KM PUCCA AS PER E/W STATEMENT ATTACHED

CONSTRUCTING BRICK MASONRY MANHOLE IN CEMENT MORTAR 1:5 ( 1 CEMENT : 5 COARSE SAND) R.C.C. TOP SLAB 20CM THICK USING M-20 MIX BY USING MIXER AND VIBRATOR, TMT FE500 @ 80.00 KG/PER CUM, FOUNDATION CONCRETE 1:4:8 MIX (1 CEMENT: 4 COARSE SAND : 8 GRADED STONE AGGREGATE 40MM NOMINAL SIZE) INSIDE PLASTERING 12MM THICK WITH CEMENT MORTAR 1:3 (1 CEMENT: 3 COARSE SAND) FINISHED WITH FLOATING COAT OF NEAT CEMENT AND MAKING 40MM THICK BENCHING IN CEMENT CONCRETE 1:2:4 (1 CEMENT : 2 COARSE SAND : 4 GRADED STONE AGGREGATE 20MM NOMINAL SIZE) FINISHED WITH A FLOATING COAT OF NEAT CEMENT, ORANGE COLOURED PVC STEPS INCLUDING RCC COVER WITH FRAME COMPLETE AS PER STANDARD DESIGN COMPLETE IN ALL RESPECTS. (Inside size 90 x 150 cm)

EXTRA PAYABLE FOR EVERY 0.30 M ADDITIONAL DEPTH OF MANHOLE CHAMBER IN ITEM 29.55 BEYOND 1.80 M UPTO 3.60M BEYOND ADDITIONALDEPTH. (Inside size 90 x 150 cm)

CARRIAGE OF SURPLUS EARTHUSING HYRAULIC EXCAVATOR AND HYDRAULIC TRACTOR TROLLY I/C CUTTING AND LOADING IN TROLLY ANDTRANSPORTING TO THE EMBANKMENT LOCATIONS WITH ALL LIFTS AND LEADS2.0 KM (KATCHA)

STRUCTURAL ANGLES,STEEL WORK IN TEES, FLATS,RIVETED,INCLUDING CUTTING, FIXING ALL GUSSET PLATES, BOLTS, NUTS,ETC FOR TRASH RACK WIDTH = 5FT HEIGHT = 4 FT

PROVIDING AND LAYING PLAIN CEMENT CONCRETE 1:3:6 WITH 40MM GAUGE STONE BALAST MIXED BY MECHANICAL MEANS USING CONCRETE MIXER VOLUMETRIC TYPE INCLUDE S/O ,C/O LOADING AND UNLOADING OF MATERIAL COMPLETE IN ALL RESPECT AS PER PWD SPECIFICATION

Providing and LAYING OF FIRST CLASS BRICK WORK MASNORY IN 1:3 CEMENT SAND MORTAR IN FOUNDATION AND PLINTH INCLUDE S/O,C/O LOADING AMD UNLOADING OF MATERIAL COMPLETE IN ALL RESPECT AS PER PWD SPECIFICATION

LAYING OF 12.5 MM THICK CEMENT SAND PLASTER IN 1:4 CEMENT SAND MORTAR INCLUDE S/O,C/O LOADING AMD UNLOADING OF MATERIAL COMPLETE IN ALL RESPECT AS PER PWD SPECIFICATION

LAYING OF REINFORCED CEMENT CONRETE M-20 MECHANICALLY BATCH MIXED USING BATCHING PLANT TYPE CONCRETE MIXER AS PER IS: 1791 AND VIBRATED BY NEEDLE VIBRATORBUT EXCLUDING STEEL REINFORCEMENT AND SHUTTERING INCLUDE S/O,C/O LOADING AMD UNLOADING OF MATERIAL COMPLETE IN ALL RESPECT AS PER PWD SPECIFICATION

COLD TWISTED DEFORMED (RIBBED/TOR STEEL) BARS (FE-500 GARDE AS PER IS 1786-2008) FOR RCC WORK , WHERE NOT INCLUDING IN THE COMPLETE RATE OF RCC INCLUDING BENDING AND BINDING PLACING IN POISTION COMPLETE AS PER CSR 100KG/CUM

FOOT REST FOR SUMP WELL PROVIDING ORANGE COLOUR SAFETY FOOT REST OF MINIMUM 6MM THICK PLASTIC ENCAPSULATED AS PER IS:10910 ON 12MM DIA STEEL BAR CONFIRMING TO IS: 1786 HAVING MINIMUN CROSS SECTION AS 23MM X 25MM AND OVER ALL MINIMUM LENGTH 263MM AND WIDTH AS 165MM WITH MINIMUM 112MM SPACE BETWEEN PROTRUTED LEGS HAVING 2MM TREAD ON TOP SURFACE BY RIBBING OR CHEQUERING BESIDES NECESSARY AND ADEQUATE ANCHORING PROJECTIONS ON TAIL LENGTH ON 138 MM AS PER STANDARD DRAWING AND SUITABLE TO WITH STAND THE BEND TEST AND CHEMICAL RESISTANCE TEST AS PER SPECIFICATION AND HAVING MANUFACTURER'S PERMANENT IDENTIFICATION MARK TO BE VISIBLE EVEN AFTER FIXING, INCLUDING FIXING IN MANHOLES WITH 230X150X75CM CEMENT CONCRETE BLOCK 1:2:4 (1 CEMENT: 2 SAND: 4 STONE AGGRAGATE) COMPLETE AS PER DESIGN.

OM PARKASH CONTRACTOR