REPAIRING AND CHANNELIZATION OF JACOB DRAIN FORM RD 47960 TO 52000

Amount

PROVIDING AND LAYING CONCRETE LINING CEMENT 7.5CM TH OR LESS LAID MANUALLY FOR IRRIGATION CHANEL USING CEMENT CONRETE M-15 MIXED IN AN AUTOMATIC COMPUTERIZED BATCHING & MIXING PLANT AND TRANSPORTED TO THE SITE IN TRANSIT MIXER INCLUDING SUPPLY, CARRIAGE, LOADING AND UNLOADING OF MATERIAL FROM APPROVED QUARRY COMPLETE IN ALL RESPECT AS PER DRAWING AND PWD SPECIFICATION

PROVIDING AND LAYING CEMENT CONCRETE M-15 (1:2:4) WITH STONE BALLAST OR SHINGLE USING CONCRETE MIXER VOLUMETRIC TYPE AND NEEDLE VIBRATOR INCLUDING SUPPLY, CARRIAGE, LOADING AND UNLOADING OF MATERIAL FROM APPROVED QUARRY COMPLETE IN ALL RESPECT.

PROVIDING AND LAYING CEMENT CONCRETE M-15 FOR SLEEPERS MIXED IN AN AUTOMATIC COMPUTERIZED BATCHING & MIXING PLANT AND TRANSPORTED TO THE SITE IN TRANSIT MIXER INCLUDING SUPPLY, CARRIAGE, LOADING AND UNLOADING OF MATERIAL FROM APPROVED QUARRY COMPLETE IN ALL RESPECT IN PWD SPECIFICATION

COMPACTION OF EARTHWORK IN 20 CM LAYERS, DRESSING, WATERING, ROLLING OF EARTH COMPLETE IN ALL RESPECT

DRESSINGBED AND PREPRATION OF SUB GRADE FOR LINING COMPLETE IN ALL RESPECT

JUNGLE CLEARANCE ON RUNNING CANALS AND BRANCHES AND DRAIN WITH DISCHARGE MORE THAN 9 CUM/S (MEDIUM)

Construction of Bundh and ramp by using hydraulic JCB and HYDRAULIC Tractor trolley with disposal upto I/c Cutting and loading in trolley TRIMMING BOTTOM AND SIDE SLOPES, IN ACCORDANCE WITH REQUIREMENT OF GRADES AND CROSS SECTIONS, and transporting to embankment location with all lead 28 km

Removal of bundh and ramps by USING HYDRAULIC EXCAVATOR CK 90 excavation with hydraulic excavator 0.90 cum bucket capacity i/c cutting AND LOADING IN TIPPERS AND trimming bottom and side slopes in accordance with requirement of lines, grades and cross sections WITH ALL LIFTS combined lead upto 60mtr

PROVIDING & LAYING P.C.C. 1:3:6 (M-10) WITH 40MM GAUGE STONE AGGREGATE USING CONCRETE MIXER VOLUMETRIC TYPE I/C, S/O AND C/O & LOADING AND UNLOADING OF MATERIAL FROM APPROVED QUARRY COMPLETE IN ALL RESPECTS AS PER P.W.D SPECIFICATIONS

LAYING FIRST CLASS BRICK MASONRY IN 1:4 C.S.M. IN FOUNDATION AND PLINTH INCLUDING S/O, C/O, LOADING AND UNLOADING OF MATERIAL FROM APPROVED QUARRY COMPLETE IN ALL RESPECTS.

PUTTING 1:3 (CEMENT:WATER) CEMENT SLURRY WITH CEMENT @2.25 KG/SQM ON PREPARED BED AND SIDE SLOPE LAYING CONCRETE ON BED AND SIDE SLOPES I/C, S/O AND C/O & LOADING AND UNLOADING OF MATERIAL FROM APPROVED QUARRY COMPLETE IN ALL RESPECTS

PROVIDING AND LAYING FIRST LAYER OF 12.5 MM THICK CEMENT PLASTER 1:3 ON SUB GRADE AND FINISHED EXISTING BRICK LINING IN SIDE SLOPES INCLUDING S/O, C/O, LOADING AND UNLOADING OF MATERIAL FROM APPROVED QUARRY COMPLETE IN ALL RESPECTS.

PROVIDING AND LAYING SECOND LAYER OF 10 MM THICK CEMENT PLASTER 1:3 PROPERLY RENDERED AND FINISHED OVER FIRST LAYER INCLUDING S/O, C/O, LOADING AND UNLOADING OF MATERIAL FROM APPROVED QUARRY COMPLETE IN ALL RESPECTS

PROVIDING AND LAYING 12.50 MM THICK CEMENT PLASTER IN 1:4 C.S.M FOR FENCING TOE WALL i/c s/o ,c/o , LOADING AND UNLOADING OF MATERIAL FROM APPROVED QUARRY COMPLETE IN ALL RESPECT

EXTRA ALLOWANCE FOR SCAFFOLDING FOR PLASTER FOR SIDE SLOPES ONLY

PAINTING ONE COAT OF BITUMEN OVER CONCRETE SURFACE AT JOINT OF SIDE LINING & TOP OF SLEEPER FOR CONSTRUCTION JOINT EXPANSION JOINT & CONTRACTION JOINT @ 0.69 KG PER SQM COMPLETE IN ALL RESPECT.

FILLING EXPANSION JOINT 12.5MM WIDE , 75MM DEEP WITH SEALING COMPOUND INCLUDING SUPPLY AND CARRIAGE OF ALL MATERIAL COMPLETE IN ALL RESPECT

PROVIDING, RUNNING AND MAINTENANCE OF PUMPING SET 8 H.P. / GENERATOR SET FOR DEWATERING ARRANGEMENTS COMPLETE IN ALL RESPECT

REMOVAL/CLEARANCE OF SLUSH FORM WET DRAIN BY MECHANICAL MEANS.

CARRIAGE OF SLUSH TO THE DUMP SITE WITH LEAD UPTO 3.50KM(PUCCA) USING HYDRAULIC EXCAVATOR AND TIPPERS INCLUDING CUTTING AND LOADING IN TIPPERS AND TRANSPORTING TO EMBANKMENTS LOCATIONS WITH ALL LIFTS AND LEAD.

RAKING CLEANING AND FILLING OF HOLLOW JOINTS IN CEMENT SAND 1:3 ON SIDE SLOPES OF LINED CHANNEL WHEN DEPTH IS MORE THAN 5 FT AND WORK IS DONE IN CLOSURE

PROVIDING AND FIXING STRUCTURAL STEEL IN FLATS, ANGLES, TESS, RIVETINGS AND WELDING I/C CUTTING, FIXING ALL GUSSET PLATES BOLTS, NUTS, RIVETS, WELDING ROADS ETC WITH HOISTING AND ERECTION IN POSITION:

TEES, ANGLES AND CHANNELS

FLATS

PROVIDING G.I. WIRE AT SITE OF WORK 4MM DIA on top of angles.

PROVIDING AND FIXING 5 FFET IRON MESH FENCING ON ANGLE IRON INCLUDING SUPPLY CARRIAGE LOADING UNLOADING MATERIALS COMPLETE IN ALL RESPECT (M.R)

PAINTING TWO COATS ANTI CORROSIVE BITUMASTIC PAINT TO GIVE AN EVEN SHADE WITH SPECIAL QUALITY

PROVIDING ORANGE COLOUR SAFETY FOOT REST MININMUM 6MM THICK PLASTIC ENCAPSULATED AS PER IS 10910 ON 12MM DIA STEEL BAR CONFIRMING IS 1786 HAVING MINIMUM CROSS SECTION AS 23MM X 25MM AND OVERALL MINIMUM LENGTH 283MM AND WIDTH AS 165MM WITH MINIMUM 112MM SPACING BETWEEN PROTUTED LEGS HAVING 2MM TREAD ON TOP SURFACE BY RIBBING OR CHEQUERING BESIDES NECESSARY AND ADEQUATE ANCHORING PROJECTIONS ON TRAIL 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 CONNCRETE BLOCK 1:2:4( 1 CEMENT: 2 SAND : 4 STONE AGGREGATE) AS PER STANDARD DESIGN

Earth work in excavation in foundation, trenches etc in all kind of soil where pick jumpers work is not involved and not exceeding to 2.0 mtr depth i/c dressing of bottom sides of trenches, stacking the excavated soil clear from edges of excavation

M S RAJINDER PAL

M/s Jaswant Rai Verma