Replacement of 2750 TE and 2400 Vaitarana Manin in Gundavali Saddle Tunnel section by providing 3000 mm dia MS Pipeline

Amount

Providing,fabricating, M.S. pipes including short pipes (shorter than one strake length) as per specification of required diameters and shell 3000 mm dia. -16 mm thick

Providing,fabricating, M.S. pipes including short pipes (shorter than one strake length) as per specification of required diameters and shell 2400 mm dia. - 16 mm thick

Providing,fabricating, M.S. pipes including short pipes (shorter than one strake length) as per specification of required diameters and shell 2200 mm dia. - 16 mm thick

Providing,fabricating, M.S. pipes including short pipes (shorter than one strake length) as per specification of required diameters and shell 1800 mm .dia.-12 mm thick

Providing,fabricating, M.S. pipes including short pipes (shorter than one strake length) as per specification of required diameters and shell 1500 mm .dia.-10 mm thick

Providing,fabricating, M.S. pipes including short pipes (shorter than one strake length) as per specification of required diameters and shell 1200 mm dia. - 8 mm thick

Providing,fabricating, M.S. pipes including short pipes (shorter than one strake length) as per specification of required diameters and shell 900 mm dia. - 8 mm thick

Providing,fabricating, M.S. pipes including short pipes (shorter than one strake length) as per specification of required diameters and shell 300 mm dia. - 5 mm thick

Providing,fabricating, 2400 mm dia. -25 mm thick M.S. pipes including short pipes (shorter than one strake length) as per specification of required diameters and shell thicknesses

Providing and fabricating one piece degree cants of 3000 mm dia 16 mm thick plate.

Providing,fabricating, M.S. composite bends of required diameter and shell thickness. The rate to include procurement of M.S. plates, transport, cutting the plates to the required size, rolling, tack welding,

Providing,fabricating, M. S. tapers of required diameter and shell thickness. The rate to include procurement of M.S. plate, transport, cutting the plates to the required size, rolling, tack welding assembling in desired lengths to form tapers

Providing,fabricating, specials and fixtures of required size and shape from M. S. Plates and other structural steel. Fabricating Spls & Fixtures- Minor fixures such as Saddles etc.

Providing, fabricating, T-junctions and Y-junctions of required size and shape from M. S. Plates and other structural steel.

Providing, fabricating dished closures such as domes of required size and shape from M. S. Plates and other structural steel. The rate to include procurement of plates and other structural steel, transport, cutting the plates and structural steel to the required size, rolling, bending, tack welding, assembling in desired size and shape

Providing, fabricating specials and fixtures of required size and shape from M. S. Plates and other structural steel. Dished closures such as manhole covers.

Providing and fabricating specials and fixtures of required size and shape from M. S. Plates and other structural steel. Flange rings below 40 mm. thick.The rate shall also include fixing flange rings with circumferential manual welding to saddle pieces

Providing and fabricating specials and fixtures of required size and shape from M. S. Plates and other structural steel.Plug plates-150 mm. dia., the thickness of plate from 14 mm. to 25 mm.

Providing and Fabricating expansion joints for pipelines as per the drawings-3000 mm dia

Providing and fabricating ring girders as per drawing and specifications from M.S. Channels or by fabricating M.S. Channels from M.S. Plates and flats of required thickness

Providing and fabricating ring girder supports (stools) as per drawing and specifications complete with top plates, base plates, side flats for fixing rollers

Providing, fabricating and assembling M.S. Roller as per drawing. The rate to include procurement of M.S. Round bars and other structural steel

Clearing the land of all vegetation, stumps, removal of roots, cutting and disposal of the trees upto 30 cms. in girth.

Cutting down of tree having diameter above 50 mm & Upto 150 mm

Cutting down of tree having diameter above 150 mm & Upto 300 mm

Cutting down of tree having diameter above 300 mm & Upto 450 mm

Cutting down of tree having diameter above 450 mm & Upto 600 mm

Cutting down of tree having diameter above 600 mm & Upto 900 mm

Cutting down of tree having diameter above 900 mm & Upto 1200 mm

Transplantation of existing trees of girth of all dia. Including uprooting and shifting of the tree and placing inpits of suitable size

Transporting the cut trees to the store or wherever necessary and stacking the same as directed. A fully loaded truck can carry about 4.2 MT of wood in one trip. (a) Upto a distance of 2 km

Excavation for foundations, substructures, basements, tanks, sumps, walls, chambers, manholes, trenches, poles, pits & general building works in all types of soils etc. for depths/lifts upto 1.5M measured from the ground level,

Extra over above item CS-EW-1 for lift from 1.5m to 3.0m

Extra over above item CS-EW-1 for lift from 3.0m to 4.5m

Extra over above item CS-EW-1 for lift from 4.5m to 6.0m

Extra over above item CS-EW-1 for lift from 6.0m to 7.5m

Extra over above item CS-EW-1 for lift from 7.5m to 9.0m

Extra over above item CS-EW-1 for lift from 9.0m to 10.5m

Excavation by chiseling by manual operations, pneumatic breaker, hammer, drilling, compressor breaker, jack hammer etc. for depths/lifts upto 1.5M,

Excavation by using splitters for foundations, substructures, basements, tanks, sumps, walls, chambers, manholes, trenches, poles, pits & general building works in hard rock, reinforced concrete, for depths/lifts upto 1.5M,

Extra over the items CS-EW-04 to CS-EW-05 for lift from 1.5m to 3.0m.

Extra over the items CS-EW-04 to CS-EW-05 for lift from 3.0m to 4.5m.

Extra over the items CS-EW-04 to CS-EW-05 for lift from 4.5m to 6.0m.

Extra over the items CS-EW-04 to CS-EW-05 for lift from 6.0m to 7.5m.

Extra over the items CS-EW-04 to CS-EW-05 for lift from 7.5m to 9.0m.

Extra over the items CS-EW-04 to CS-EW-05 for lift from 9.0m to 10.5m.

Extra over the items CS-EW-03 to CS-EW-05 for lift from 10.5m to 12.0m.

Extra over the items CS-EW-03 to CS-EW-05 for lift from 12.0m to 13.5m

Extra over the items CS-EW-03 to CS-EW-05 for lift from 13.5m to 15.0m

Extra over the items CS-EW-03 to CS-EW-05 for lift from 15m to 20m

Extra over the items CS-EW-03 to CS-EW-05 for lift from 20m to 25m

Providing and laying 20 Cm thick hand set dry rubble soling including filling in interstices with small chips and ramming the same, for road work as well as for foundations of pedestals etc.

Providing hand packed dry rubble filling behind the retaining walls, abutments, wing walls etc. complete with municipal rubble.

Providing and laying in position ready mixed plain cement concrete with cement contents as per approved design mix M- 15 grade plain cement concrete (cement content considered @ 240 kg/cum as per IS 456 table showing minimum cement content)

Providing and laying M20 controlled cement concrete with minimum cement content of 340 Kg. Per Cu.M. for all structural members (footing, columns, beams etc.) below plinth level

Providing and placing in position controlled Ready Mix Concrete of M- 25 grade in walls, deck slab above or below ground level at any hight/depth by using ordinary portland cement including curing by any means, as specified & as directed by Engineer-in-Charge. (Reinforcement and form work will be paid separately).

Providing and placing in position controlled Ready Mix Concrete of M- 30 grade in raft slab by using ordinary portland cement including curing by any means, as specified & as directed by Engineer-in-Charge. (Reinforcement and form work will be paid separately).

Providing and placing in position controlled Ready Mix Concrete of M- 30 grade in walls, deck slab above or below ground level at any hight/depth by using ordinary portland cement including curing by any means, as specified & as directed by Engineer-in-Charge. (Reinforcement and form work will be paid separately).

Providing and fixing in position steel bars reinforcement of various dia. for RCC pile, pile caps, footings raft, retaining wall Thermo-Mechanically Treated steel bars. (Fe 500 D)

Providing Fusion Bonded Epoxy Coating (FBEC) to reinforcing steel bars as per IS 13620: 1993 specifications for a coating thickness of 175 microns

Centering and shuttering of steel plates with M.S. Angles including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, rafts, pilecap

Centering and shuttering of steel plates with M.S. Angles including strutting, propping etc. and removal of form for : Walls (any thickness) including attached butteresses, ,retaining wall, shear wall, diaphragm wall etc

Grouting in annular spaces for between carrier and casing pipe with cement mortar (1:3) including necessary additive,equipment etc complete as per specification and as directed by Engineer

Repair with Microconcrete: Providing, mixing and placing 50 to 100 mm thickencasementwith free flow high performance micro- concrete as per technical specification.

Uncoursed rubble masonry with hard stone in foundation, plinth including levelling up with cement concrete 1:6:12

Providing flush cement pointing to brick/block masonry work at all heights and locations in cement mortar 1:2including raking of joints upto a depth of 15 mm. finishing curing, cleaning the surface etc. complete as directed by engineer in chrge.

Providing and laying hand set rubble stone pitching 15 cms. thick for the side slopes of earthen embankment including filling in interstices with small chips, etc. complete.

Providing and laying 450mm dia. NP2 class R.C.C. hume pipes with collar joints confirming to IS 783:1985 (Reaff. 2010) including jointing the pipes and filleting with hemp and stiff mix of cement mortar.

Description same as item no. SWD-76-A, for Pipe Dia 600 mm (NP3 class)

Description same as item no. SWD-76-A, for Pipe Dia 900 mm (NP3 class)

Transporting within 500 m., laying in position to the correct line and level, M.S. Pipes with/without any out- coating on pedestals or chairs upon prepared formation. 3000 mm dia. pipe - 16 mm thick plate

Transporting within 500 m., laying in position to the correct line and level, M.S. Pipes with/without any out- coating on pedestals or chairs upon prepared formation. 2400 mm dia. pipe - 16 mm thick

Transporting within 500 m., laying in position to the correct line and level, M.S. Pipes with/without any out- coating on pedestals or chairs upon prepared formation. 2200 mm dia. pipe - 16 mm thick plate

Transporting within 500 m., laying in position to the correct line and level, M.S. Pipes with/without any out- coating on pedestals or chairs upon prepared formation. 1800 mm dia. - 12 mm thick

Transporting within 500 m., laying in position to the correct line and level, M.S. Pipes with/without any out- coating on pedestals or chairs upon prepared formation. The rate to include loading, unloading, hoisting 1500 mm dia - 10 mm thick

Transporting within 500 mtrs. and laying in position to the correct line and level, M.S. specials with/without any out coating such as distance pieces, straps, bends, tapers, etc 3000 mm dia. pipe - 16 mm thick plate

Transporting within 500 meters and laying in position to the correct line and level M.S. Pipe with/without any out coating on pedestals or chairs upon piers, trestles, etc. 3000 mm dia. pipe - 16 mm thick plate

Transporting within 500 mtrs. and laying in position to the correct line and level, M.S. Specials such as distance pieces, straps, bends, tapers,etc.as per specification on pedestals or chairs upon piers or trestles, etc. 3000 mm dia. pipe - 16 mm thick plate

Transporting within 500 meters, laying in position to the correct line and level, M.S. pipes with/without any outcoating on prepared bedding in trenches 3000 mm. dia. pipe - 16 mm. thick plate

Transporting within 500 meters, laying in position to the correct line and level, M.S. Specials with/without any outcoating 3000 mm. dia. pipe - 16 mm. thick plate

Pipe pushing / pipe jacking for 3000 mm dia pipe line below existing National highway/ City road crossing including all the necessary arrangement for pipe pushing / pipe jacking including cost of 3200 mm casing pipe ( excluding cost of 3000 mm pipe)

Excavate in tunnel by micro tunnel boring machine for installing 600mm diameter sleeve or carrier for sewer line or water main 2400 mm dia

Field welding in all position with required number of runs, for M.S. pipes internally and/or externally Butt Joints 5 mm plate thickness

Field welding in all position with required number of runs, for M.S. pipes internally and/or externally Butt Joints 8 mm plate thickness

Field welding in all position with required number of runs, for M.S. pipes internally and/or externally Butt Joints 10 mm plate thickness

Field welding in all position with required number of runs, for M.S. pipes internally and/or externally Butt Joints 12 mm plate thickness

Field welding in all position with required number of runs, for M.S. pipes internally and/or externally Butt Joints 16 mm plate thickness

Field welding in all position with required number of runs, for M.S. pipes internally and/or externally Butt Joints 22 mm plate thickness

Field welding in all position with required number of runs, for M.S. pipes internally and/or externally Butt Joints 25 mm plate thickness

Field welding in all position with required number of runs, for M.S. pipes Leg Legnth Leg length 5mm

Field welding in all position with required number of runs, for M.S. pipes Leg Legnth Leg length 8 mm.

Field welding in all position with required number of runs, for M.S. pipes Leg Legnth Leg length 10 mm.

Field welding in all position with required number of runs, for M.S. pipes Leg Legnth Leg length 12 mm

Field welding in all position with required number of runs, for M.S. pipes Leg Legnth Lap length 16 mm

Field welding in all position with required number of runs, for M.S. pipes Leg Legnth Leg length 22 mm

Field welding in all position with required number of runs, for M.S. pipes Leg Legnth Leg length 25 mm

Shifting and aligning ring girders including removing tack welds, and retacking in the correct position etc. complete as per specifications for the pipes of diameters mentioned below and as directed by Engineer-in -Charge. h) 3000 mm dia pipe

Transporting within 500 meters and fixing in position stools, base plates, roller sets, grease box covers, etc. including welding wherever necessary. h) Above 2750 mm upto 3000 mm.

Transporting within 500 metres and aligning, fixing in position and tack welding expansion joints suitable for pipeline 3000 mm dia pipe

Transporting within 500 meters, Minor fixtures such as manhole covers, pressure and nonpressure type blank flanges, loose flange, small pipes to form saddle, bypass arrangement, plug plates, ladders, platform, stiffener rings, etc.

Transporting within 500 meters, Major fixture such as Tees, Domes, ‘Y’ Branches, Insulating flange ring assembly, etc.

Gas cutting (either square cut or V cut) pipes, plates etc. Above 5 mm upto 10 mm

Gas cutting (either square cut or V cut) pipes, plates etc. Above 10 mm upto 14 mm

Gas cutting (either square cut or V cut) pipes, plates etc. Above 14 mm upto 18 mm

Gas cutting (either square cut or V cut) pipes, plates etc. above 18 mm up to 22 mm

Gas cutting (either square cut or V cut) pipes, plates etc. above 22 mm up to 25 mm

Gas cutting holes up to 50 mm. dia. (for plugs) thickness of shell Thickness of shell - 5 mm to 12 mm

Gas cutting holes up to 50 mm. dia. (for plugs) thickness of shell Thickness of shell - Above 12 mm

Transporting within 500 meters,-iii) Scour valves(sluice valves), a) 300 mm. dia.

Transporting within 500 meters,-iv) Kinetic Air Valves with sluice valve: a) 200 mm. dia.

Providing permanent test points on the pipeline as per drawing and as directed including providing and fixing sluice valves road boxes for sluice valves of size 80 mm. to 250 mm. dia. in onebrick masonry chamber 300 mm. x 300 mm. clear, in C.M. 1:5 and 12 mm. thick 1:3 cement plaster both inside and outside on M 10 c.c. 150 mm. thick etc. complete as specified and directed.

Transporting within 200 Mts. Hoisting, lowering in position, fixing in true plumb and level, 1500 mm dia butterfly valves including fixing flange adapter, actuators etc. as per drawing and specifications.

Transporting within 200 Mts. Hoisting, lowering in position, fixing in true plumb and level, butterfly valves including fixing flange adapter, actuators etc. as per drawing and specifications. 1800 mm dia

Transporting within 200 Mts. Hoisting, lowering in position, fixing in true plumb and level, butterfly valves including fixing flange adapter, actuators etc. as per drawing and specifications. 2400 mm dia

Hydraulic testing of 3000 mm dia M.S. Pipeline to the specified pressure for the length upto 1 km.

Hydraulic testing of 3000 mm dia M.S. Pipeline to the specified pressure for every additional part of KM

Cleaning of exterior surface of mild steel water trunkmain, ring girders, stools & roller covers etc. mechanically by means of power wire brushes

Providing and applying two component (DFT-100 Micron Minimum) Amine or polyamide cured surface Tolerant Epoxy Primer on external surface of water trunk main, ring girders, stools and roller cover etc.

Providing and applying two component high build epoxy barrier/tie coat after curing of previous epoxy primer coat on external surface of water trunkmain, ring girders, stools and roller cover etc.

Providing and applying two Component polyurethane finish coat on previous epoxy primer & finish coat on external surface of water trunkmain, ring girders, stools and roller cover etc.

Lettering or numbering of 40 mm to 50mm height with paint specified below in any approved colour, style and pattern, including french polishing

Providing and fixing in position M.S. angles, tees, plates, rolled steel beams, joist and stachions, M.S. covers on valve chambers etc.

Breaking stems of R.C.C.members viz. Columns, slabs, R.C.C. walls, encasement of pipes etc. of any grade of concrete / colcrete without damaging reinforcement (bars) or pipes

Demolishing brick work in lime or cement mortar including plaster, paint, etc. manually/ by mechanical means

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: in C.M. 1:4 (1 Cement : 4 coarse sand) including raking of joint & curing etc. complete as directed.

Providing and applying 20mm thick internal sand faced cement plaster at all heights and locations in Cement Mortar 1:3

Cutting and Removing of the existing 1800 mm dia MS pipe section laid above ground etc complete in all respect as directed by Engineer in Charge.

Cutting and Removing of the existing 2400 mm dia MS pipe section laid above ground etc complete in all respect as directed by Engineer in Charge.

Cutting and Removing of the existing 2750 mm dia MS pipe section laid above ground etc complete in all respect as directed by Engineer in Charge.

Transporting all scrap material from laying site to municipal stores or any where as directed up to a distance of 2 km, including loading & unloading.

Extra over and above rate of item No.HE-2-5 for transporting the material beyond 2 km.

Taking trial bores for subsoil investigation through rock using rotary drilling equipment with NX size diamond core drilling bits to obtain approximately 54 mm dia. rock cores a) Depth upto 10.0 m below ground surface

Taking trial bores for subsoil investigation through rock using rotary drilling equipment with NX size diamond core drilling bits to obtain approximately 54 mm dia. rock cores b) Depth beyond 10.0 m upto 20.00 m below ground surface

Taking trial bores for subsoil investigation through rock using rotary drilling equipment with NX size diamond core drilling bits to obtain approximately 54 mm dia. rock cores c) Beyond 20 mtr.

Carrying out the detail survey, preparation and submission of all working drawing /rcc drawings & design/Fabrication Dwg/ Longitudinal Sections etc. for all works. The rate includes the all tax etc. (payment will be paid as per clause no 1.40 )

Conducting inspection of weld by Ultrasonic testing in field for 100% weld at site/Factory

Conducting inspection of weld by radiography in field for 15% weld at site/Factory

Supplying Hot Rolled steel sheet piles having properties described in respective specifications or/ and shown in drawings (Z or U type with sectional modulus of minimum 2500 cm3, steel grade S430 GP with minimum yield strength of 430 MPa, minimum thickness 12.0 mm thickness Sheet piles with four time use (b) For depth 0 to 10 m below ground level

Scraping & cleaning of the interior surface of pipeline either manually or by any other suitable technique such as mechanical scrapper to remove all rust, dirt, silts,scales, tuberculosis etc.

Making access opening on all sizes of underground pipeline. The work includes excavation, shoring, providing flat stiffners of required size and shape, dewatering,hand lining from inside, cutting pipes, welding back the pipe pieces

Providing and Applying Cement mortar lining of specified thickness with proportion of cement-sand ratio (1:1) by weight for underground and aboveground pipeline by mechanical trowelling

Providing Cement mortar lining of specified thickness with proportion of cement-sand ratio (1: 1) by weight for underground and aboveground pipeline such as bends, tapers,cross connections,dipping where machine lining is not possible,by hand lining

Providing & applying one coat of Zinc Rich Epoxy Primer, to the internal surface of pipes at factory as per specifications and as directed by Engineer-in -Charge

Providing & applying first coat of Inertol 49W thick to the internal surface of pipes at factory as per specifications and as directed by Engineer-in -Charge

Providing & applying second coat of Inertol 49W thick to the internal surface of pipes at factory as per specifications and as directed by Engineer-in -Charge

Providing & applying third coat of Inertol 49W thick to the internal surface of pipes at factory as per specifications and as directed by Engineer-in -Charge

Cleaning of exterior surface of mild steel water trunkmain, ring girders, stools & roller covers etc. mechanically by means of power wire brushes, mechanical scrapper, using power tools

Providing and applying two component Amine or polyamide cured surface Tolerant Epoxy Primer on external surface of water trunk main, ring girders, stools and roller cover etc.

Providing and applying two component high build epoxy barrier / intermediate coat after curing of previous epoxy primer coat on external surface of water trunk main, ring girders, stools and roller cover etc.

Providing and applying two Component Polyurethane finish coat on previous epoxy primer & barrier coat on external surface of water trunk main, ring girders, stools and roller cover etc.

Supplying, loading, transportingon site, unloading butterfly valves of PN1.6 conforming to AWWAC-504 inSGI- IS 1865 (Grade 500/7) material (Manually operated). 2400 mm

Supplying, loading, transporting on site, unloading butterfly valves of PN 1.6 conforming to AWWA C-504 in SGI- IS 1865(Grade 500/7) material. 2400 mm dia.

Supplying, loading, transporting on site, unloading butterfly valves of PN 1.6 conforming to AWWA C-504 in SGI- IS 1865(Grade 500/7) material. 1800 mm dia.

Supplying, loading, transporting on site, unloading butterfly valves of PN 1.6 conforming to AWWA C-504 in SGI- IS 1865(Grade 500/7) material (Electrically operated). 1500 mm.

Supplying, transporting on site and fixing Tamper proof Kinetic Air valves of PN 1.6 in Gray Cast Iron IS 210 FG 260 conforming to AWWA C-512 with sluice valves (double port) with nuts, bolts, washers etc. Kinetic air valves with sluice valves 200mm dia.

Supplying, Loading, transporting on site, unloading, ISI mark Glandless, Double Flanged sluice valves of PN 1.6 conforming to IS - 14846 without Bevel gear arrangement along with its complete appurtenances 300 mm dia.

Breaking Municipal rubble stone available on site to size from 90 mm to 45 mm and laying the same in a sub base compacting to 20cm the same to the satisfaction of the Engineer,

Cutting of exsisting cement concrete road upto specified depth by using Diamond Saw machine etc. complete in all respects and as directed by Engineer In Charge. Upto 350 mm depth of cutting

Cutting of exsisting cement concrete road upto specified depth by using Diamond Saw machine etc. complete in all respects and as directed by Engineer In Charge Above 350 upto 500 mm depth of cutting

Levelling, watering and rolling to 95% Standard Proctor Density with a power roller weighing not less than 10 tonnes

Providing & laying, spreading & compacting gradedcrushed stone aggregate to wet mix macadam (metal gradation from 53mm to 75mm micron as per prevailing MCGM specification for Roadworks clause no.240).

Providing & laying, spreading & compacting specified crushed stone in granular subbase course (metal gradation from 75mm to 75 micron as per prevailing MCGM specification for Roadworks clause no.210).

Providing and laying hot mixed graded Bituminous Macadam with 3.3% (with tolerence =0.3) of 60/70 pen.As per new Roads Specification clause no. 351

P/L hot Premix seal coat 10 mm thick including rolling etc. complete as specified & directed bitumen of VG-40 grade content average 5.65% by weight.

P/L Minimum 30 mm Thick Bituminous concrete with 6.00% content by weight of mix polymer modified bitumen (PMB - 40 of grade VG-30) surface coat ( As per prevailing MCGM specification for Roadwork clause no.364)

P/Applying Tack Coat CATIONIC BITUMEN EMULSION (RS) @ 0.2 to 0.25 kg of sq.mt.(As per new road specifications clause no. 314, curing as per 314.3.4)

Providing and laying Dry Lean Concrete base including providing coarse and fine aggregate to the specified gradation using minimum cement content 150 kg/cum of concrete with OPC 43 grade cement B) Laying by paver with electronic sensor device

Providing & laying M-40 cement concrete including form work, mixing in non?tilting mechanical mixer (with Weigh Batcher)

NCC LIMITED