Model Town Slice 2

Amount

CLEARANCE OF SLUSH FROM WET DRAINS BY MECHANICAL MEANS

DISPOSAL OF SLUSH USING HYRAULIC EXCAVATOR AND HYDRAULIC TRACTOR TROLLY I/C CUTTING AND LOADING IN TROLLY AND TRANSPORTING TO THE DUMP SITE WITH ALL LIFTS AND 0.55 KM LEAD (PUCCA)

PROVIDING AND LAYING PRECAST CEMENT CONCRETE BLOCK GRADE M-15(1:2:4 ) WITH SHINGLE MIXING BY MECHANICAL MEANS USING CONCRETE MIXER VOLUMETRIC TYPE AND NEEDLE VIBRATOR UNDER THE RCC PIPE INCLUDING SUPPLY, CARRIAGE, LOADING AND UNLOADING OF MATERIAL FROM AN APPROVED QUARRY COMPLETE AS PER DRAWING AND TECHNICAL SPECIFICATIONS

PROVIDING, LOWERING IN TRENCHES TO CORRECT GRADIENT AND ALIGNMENTS, JOINTING WITH TYTONE RUBBER JOINT AND CUTTING OF NP-3 1200 MM I/D RCC S/S PIPES HAVING INSIDE HDPE. LINING ISI MARKED AS PER ISI 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 TO ENSURE THIS, 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 COMPLETE IN ALL RESPECTS. (Single Pipe 1200 MM)

EXTRA FOR PROVIDING 1:2 CEMENT SAND MORTAR ON TYRONE RUBBER JOINT OF RCC PIPES HAVING SOCKETS EXTENDED OUT OF BARREL, IN TRENCHES INCLUDING FACING TROWELLING AND FINISHING THE JOINTS AT THE ANGLE OF 45 DEGREE WITH FACES OF SOCKET KEEPING JOINTS WET TILL CURED, TESTING THE PIPE JOINTS FOR LEAKPROOF AND MAKING GOOD ALL LEAKAGE AND DEFECTS AS PER SPECIFICATIONS.

CONSTRUCTION BRICK MASONRY MAN HOLES IN CEMENT SAND MOTOR 1:5 WITH R.C.C 1:2:4 MIX & FOUNDATION CONCRETE 1:4:8 MIX, INSIDE PLASTERING 12 MM THICK WITH CS MORTAR 1:3, FINISHING WITH FLOATING COAT OF NEAT CEMENT & MAKING BENCHING IN CEMENT CONCRETE 1:2:4 I/C ORANGE COLORED PVC STEPS INCLUDING RCC COVER WITH FRAME 455 X 610 MM COMPLETE IN ALL RESPECT

EXCAVATION IN SOIL( ANY TYPE) USING HYDRAULIC EXCAVATOR CK 90 WITH HYDRAULIC EXCAVATOR OF 0.9 CUM BUCKET CAPACITY I/C CUTTING, TRIMMING BOTTOM AND SIDE SLOPES IN ACCORDANCE WITH REQUIREMENT OF LINES, GRADES AND X-SECTIONS, I/C ALL LIFTS AND COMBINED LEAD UPTO 30 MTR.

Refilling of soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity i/c cutting, trimming bottom and side slopes in accordance with requirement of lines, grades and x-sections, i/c all lifts and combined lead upto 30 mtr

CARRIAGE OF SLIT/earth USING HYDRAULIC EXCAVATOR AND HYDRAULIC TRACTOR TROLLY I/C CUTTING AND LOADING IN TROLLY AND TRANSPORTING TO THE EMBANKMENT LOCATIONS WITH ALL LIFTS AND LEAD OF 1.1 KM LEAD (PUCCA)

CARRIAGE OF LOCALddry slush/ silt USING HYDRAULIC EXCAVATOR AND HYDRAULIC TRACTOR TROLLY I/C CUTTING AND LOADING IN TROLLY AND TRANSPORTING TO THE EMBANKMENT LOCATIONS WITH ALL LIFTS AND LEAD OF 3.94 KM LEAD (PUCCA)

COMPACTION OF EARTH/FLY ASH AS PER SPECIFICATIONS IN 20 CM WITH LAYERS AND DRESSING INCLUDING WATERING AND ROLLING COMPLETE IN ALL RESPECT.

PROVIDING AND LAYING PLAIN CEMENT CONCRETE 1:4:8 WITH CRUSHED STONE AGGREGATE 40 MM NOMINAL SIZE MIXING BY MECHANICAL MEANS USING CONCRETE MIXER VOLUMETRIC TYPE INCLUDING SUPPLY, CARRIAGE, LOADING AND UNLOADING OF MATERIAL FROM AN APPROVED QUARRY COMPLETE IN ALL RESPECT.

STEEL WORK FIXED INDEPENDENTLY WITHOUT CONNECTING PLATES INCLUDING CUTTING, HOISTING AND FIXING IN POSITION.

PROVIDING AND LAYING 60 MM THICK FACTORY MADE CEMENT CONCRETE INTERLOCKING PAVING BLOCKS OF M-40 GRADE MANUFACTURED BY BLOCK MAKING MACHINE EQUIPPED WITH STEEL MOULD CLAMPED TO A STRONG VIBRATORY TABLE WITH HYDRAULIC PRESSURE FOR COMPACTION OF CONCRETE AS PER IRC SP 63 -2014 AND OF APPROVED SIZE AND DESIGN / SHAPE LAID IN ORDINARY GREY COLOUR AND PATTERN OVER AND INCLUDING 40 MM THICK COMPACTED BED OF COARSE SAND, FILLING THE JOINTS WITH FINE SAND ETC, ALL COMPLETE AS PER DIRECTIONS OF ENGINEER-IN-CHARGE.

PROVIDING AND FIXING 5 FT IRON MESH FENCING ON ANGLE IRON INCLUDING SUPPLY AND CARRIAGE LOADING AND UNLOADING MATERIALS COMPLETE IN ALL RESPECTS

DISMANTLING OF BRICK WORK IN CEMENT SAND MORTAR / LIME MORTAR INCLUDING T&P SCAFFOLDING WHEREVER NECESSARY, SORTING THE DISMANTLED MATERIAL, DISPOSAL OF UNSERVICEABLE MATERIAL. & STAKING THE SERVICEABLE MATERIAL WITH ALL LIFTS & LEAD OF 100 METRE (BY MECHANICAL MEANS) (L.S)

MAKING DEWATERING ARRANGEMENT BY PUMPING SET 4'' *4'' (TRACTOR DRIVEN) COMPLETE IN ALL RESPECT.

PROVIDING AND FIXING OF TRASH RACK AT INTAKE POINT AND OFF TAKE POINT. (MARKET RATE)

PROVIDING, LAYING, FIXING & JOINTING OF 200MM O/D PVC PIPE OF 8 KGF. / SQCM PIPES (FOR DEWATERING AND ROAD GULLY CHAMBERS) AS PER ISI-4985 (ISI MARKED WITH THE PRIOR APPROVAL OF ENGINEER-IN-CHARGE) ALONG THE TRENCHES AND LAYING THE SAME IN TRENCHES TO CORRECT ALIGNMENT AND GRADIENTS, CUTTING, JOINTING AND TESTING COMPLETE AS PER SPECIFICATIONS.

DISMANTLING OF PRE-STRESSED / RCC INCLUDING T&P SCAFFOLDING WHEREVER NECESSARY, SORTING THE DISMANTLED MATERIAL, DISPOSAL OF UNSERVICEABLE MATERIAL. & STAKING THE SERVICEABLE MATERIAL WITH ALL LIFTS & LEAD OF 100 MTR (BY MECHANICAL MEANS)

Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.49) complete and to the requirement of the Engineer in Charge.

a) Single road gully chamber of size 610 mm x 457mm x 800mm

CONSTRUCTING BRICK MASONRY SINGLE ROAD GULLY CHAMBERS OF SIZE 610MM X 457MM X 800MM AS PER STANDARD DRAWINGS (AS PER SIZES GIVEN BELOW) INCLUDING DRESSING OF BEDS AND SIDES OF CHAMBERS TO EXACT PROFILES, 15CM THICK C.C 1:6:12 IN FOUNDATION, FIRST CLASS BRICK WORK LAID IN CEMENT SAND MORTAR 1:5, 40MM THICK CEMENT CONCRETE 1:2:4 TOPPING INSIDE THE CHAMBER WITH A FLOATING COAT OF 1.5MM,40 MM THICK CEMENT CONCERETE LAID IN ONE OPERATION TO THE TOPPING, THE ENTIRE INNER SURFACE OF THE CHAMBER RENDERED WITH NEAT CEMENT NOT LESS THAN 12.50MM IN THICKNESS OF 1:2 CEMENT SAND PLASTER AND FINISHED WITH A FLOATING COAT OF NEAT CEMENT 1MM THICK LEFT ABSOLUTELY SMOOTH POLISHED AND CORRECT TO TEMPLATE INCLUDING COST OF PRECASTED RCC ROAD GULLY GRATING AND FRAME INCLUDING PAINT WITH COAL TAR (AS SPECIFIED IN ITEM NO. 29.49) COMPLETE AND TO THE REQUIREMENT OF THE ENGINEER IN CHARGE.

COLD TWISTED DETORMED (RIBBED/ TOR STEEL) BARS (FE 500 GRADE AS PER IS 1786-2008) , FOR R.C.C WORKS, WHERE NOT INCLUDING IN THE COMPLETE RATE OF RCC INCLUDING BENDING AND BINDING PLACING IN POSITION COMPLETE

FURNISHING AND PLACING REINFORCED CEMENT CONCRETE GRADE M 30-FOR SOLID SLAB HEIGHT UPTO 5M IN SUPERSTRUCTURE USING CONCRETE MIXER INCLUDING CENTERING AND SHUTTERING INCLUDING SUPPLY, CARRIAGE, LOADING AND UNLOADING OF MATERIAL FROM AN APPROVED QUARRY COMPLETE AS PER DRAWING AND TECHNICAL SPECIFICATIONS.

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810

PROVIDING AND LAYING 12.5 mm thick cement plaster 1:4 I/C S/O AND C/O MATERIAL FROM APPROVED QUARRY COMPLETE IN ALL RESPECT

PROVIDING AND LAYING FIRST CLASS BURNT BRICK WORK LAID IN CEMENT SAND MORTAR 1:4 IN FOUNDATION AND PLINTH INCLUDING SUPPLY, CARRIAGE, LOADING AND UNLOADING OF MATERIAL FROM AN APPROVED QUARRY COMPLETE AS PER DRAWING AND TECHNICAL SPECIFICATIONS

Applying priming coat with metal primer on new steel or iron work including preparation of surface.

Painting two or more coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on steel or iron work

Shuttering for faces of concrete foundations and foundation beams & plinth beam ( vertical or battering)

PROVIDING , LOWERING IN TRENCHES TO CORRECT GRAIDIENT AND ALIGMENT , JOINTING WITH TYTONE RUBBER JOINT AND CUTTING OF REINFORCED CEMENT SPIGOT AND SOCKETD PIPES AND SPECIAL WITH RUBBER RING ISI MARKED AS PER IS CODE IS 458 : 2003 INTO TENCHES FOR ALL DEPTH AND LAYING OUT THE SAME TO CORRECT ALIGMENT , GRADIENT , LEVELS ETC CUTTING CONCRETE BED AND JOINT HOLES SUPPORYTING THE PIPE AND SPECIAL IN CORRECT POSTIONIN SUITABLE RIGID MANNER WHILE SAME ARE BEING JOINTING UNTIL THE SURROUNDING BENCHES AND HAUNCHES ENEVELOPS ARE COMPLETED PIPES SHALL REST ON BED TO 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. RCC NP2 600MM I/D =100 MTR

RAJINDER SINGH CONTRACTOR

RAJINDER INFRASTRUCTURE PVT LTD

Oriental Ceramics and Refractories Pvt Ltd

M/s. shivji Singla and Sons, SIRSA

JAI BHUSHAN MALIK

MS GARGA ASSOCIATES