CRC-DTRD-177- Rupkonwar Jyoti Prasad Agarwalla Road

Amount

Painting two coats including primer coat after filling the surface with synthetic enamal paint in all shades on new, plastered/ concrete surfaces as per drawing and technical specn. Clause 1701

Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete

White washing of parapet walls of CD work and tree truncks

Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied lass beads as per IRC:35 MoSrt&H s specifications

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Providing ' Spakle Solar Road Studs, manufactured by Tata Solar India Ltd of size ( 125mmx125mm) 90 mm height with detachable battery, m6LEDs- three on each side for Bi-directional studs/3 LED on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per studs 700+25 gms, flash rate of 50-65 times per minutes completely water resitant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of studs on rood (installation should be made using adhesive and procedures recommended by manufacturer under the supervision of their competant technician)

Providing and errecting Median Markers which shall be mode of tough, high impact resistant. Injection moulded thermoplastic body with an isosceles trapezoid structure of length, width and height not less than 15cm, 10cm and 10cm respectivelly and thickness shall not be less thon 1.8mm. The plastic used for moulding the median marker shall have a minimum notched izod impect strength value 600 j/m at room temperature, when tested in accordance with ASTM shall retain 70% of the value when sujected to accelerated weathering for 1000 hours as per ASTM G 155. The logo of the manufacturer shall be embossed on either side of thr body in the injection moulding process. The median marker shall have fluroscent yellow colour retro reflective sheeting of size not less than 8.5cmx8.5cm and with fully reflective microprismatic cube corners as its retro reflective elements and meets ASTM D 4956 type IX specification. Thr retro reflective sheeting shall be on both sides of the median marker and shall be edge protective with no exposeed edges which will prevent edge lifting vandalism, sheeting damage etc The median marker shall be a combination of epoxy adhesive and grouting as per manufacturers' recommendation completed as dircted by engineer. The material should be accompanied with pre auolification warranty from the manufacturer.

By Mx in Place Method (Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density,complete as per Technical specification clause 401 (ii) For grading II materials

Water Bound Macadam - III :- (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-1m KN in stages to proper grade and camber, applying and brooming, stone screening to fillup the interstices of ccarse aggregate, watering and compacting to the required density Grading iii as per Technical Specification clause 405 (A) By Manual Means

Providing and laying interlocking Concrete Block Pavement (ICBP) M40 having thickness 80mm as per technical specification clause 1504 complete including carriage

Repairing and Reconstruction of Existing Damaged Boulder Wall: Dismantling of existing structures like culverts, bridges, retcfnlng walls and other structure comprislng of stone masonry, Including disposal of unserviceable material and stacking the serviceable materlol with all lift and lead Of 1000 m as per Technical Speclfication on Clause 202.

Excavation for Structures (Earth work in excavatlon for structure as per drawlng and technical specificatlon, clause 305.1 Includ/ng settlng out, construction of shoring and bracing, removal ofstumps and other deleterious materlals and d/sposal upto a lead of 50.00m, dressing of sides and bottom and backfilling In trenches Vlth excavated suitable mcterla/, Ordlnary soll , upto 3.00m depth.

Removal of Unsuitable Soll with Disposal upto 1000 metres (Removal of unsultable soil including excavation, loading and disposal upto 1000 metres lead but excluding compection upporting embankment subgrade sreplacement by suitable soll which shall be paid separately as per clause 303.5.2 as per technical specification clause 302

Providing and laying of dry rubble Flooring, complete as per drawing and technical speclfiætlon , clause 1308.3 works.

Providing concrete for plain/reinforced concrete In open foundations complete as per drawings and technical specificatlons Clause 802, 803 , 1202 and 1203. , A) with crushed stone (II) PCC Gr. M10 , with crushed stone,Nominal Mix 1:3:6

Stone masonry work in cement mortar for substructure complete as per drawing and Technical Specifications clauses 702, 704,1202 and 1204. Ill) Random Rubble masonary, In 1:4 cement mortar

Providing weep holes in Brick masonry/Plain/ReInforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV :20H towards drawing force. Complete as per drawing and Technical speclficatlon.

Plastering with cement mortar (1:4 ), 15mm thick on brick work In sub-structur cs per Technlca/ specifications clauses 613.4 and 1204

Plain/ReInforced cement concrete, In sub structure complete as per drawlng and 6 techn/co/spec/flcat/on andstee/shutter/ngformwork. (N) without plastlciser, (B) RCC Grade M20, height upto 5.00m ( Screed concrete On top of Boulder masonary Guard wall)

Backfillng behind abutment, wing wall and retum won complete as per Drawlng and technical specification. B. Sandy materlals

Manhole Slab (2.00 m x 0.45 m x .125 m): Supplying, fitting and pkKJng TMT ( Fe-5tX) D ) relnforcement bor ( other ISI approved TMT reinforcement bor or equivalent ) In substructure complete as and technical specificatJons douses Itn5, 1010 and 1202 .

Plain/ reinforced cement correte, in sub structure complete as drawing and technkolsrcficotjon clauses A) WRh crushed stone RCC Gr. M20 height upto

Providing weep holes in Brick masonry/Plain/ReInforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV :20H towards drawing force. Complete as per drawing and Technical speclficatlon.

Labour for fitting and fixing the pre cast slabs at footpath including carriage considering 20 nos of slab per day by 1 no skilled and 5 nos unskilled (Mason 1st Class)

Labour for fitting and fixing the pre cast slabs at footpath including carriage considering 20 nos of slab per day by 1 no skilled and 5 nos unskilled (Semi Skilled labour)

Manhole Slab (3.30 m x 0.45 m x .15 m): Supplying, fitting and pkKJng TMT ( Fe-5tX) D ) relnforcement bor ( other ISI approved TMT reinforcement bor or equivalent ) In substructure complete as and technical specificatJons douses Itn5, 1010 and 1202 .

Plain/ reinforced cement correte, in sub structure complete as drawing and technkolsrcficotjon clauses A) WRh crushed stone RCC Gr. M20 height upto

Providing weep holes in Brick masonry/Plain/ReInforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV :20H towards drawing force. Complete as per drawing and Technical speclficatlon.

Labour for fitting and fixing the pre cast slabs at footpath including carriage considering 20 nos of slab per day by 1 no skilled and 5 nos unskilled (Mason 1st Class)

Labour for fitting and fixing the pre cast slabs at footpath including carriage considering 20 nos of slab per day by 1 no skilled and 5 nos unskilled (Semi Skilled labour)

Supplying fitting and fixing ISMB beam, CI saddle etc. in position including necessary scaffolding , cutting to the required size and and replacement where necessary with painting etc complete as directed by deptt. (ISMB size - 250x125mm and 150x80mm and ISMC size 150x75 mm ) , 100x50mm (at kalakshetra road)

Labour for removal of mud, debris, silt from the road surface/ debries from the road sides drain deposited ot side for removoi after excavation upto 5.00 KM out side the city area etc. by truck carriage including cleaninas , sweeping the road surface as necessary loading , unloading with labour and material etc. as directed by the deptt.

Recycling pavement by cold milling of existing bituminous layers.planning the surface after cold milling, reclaiming excavated materials to the extent of 30 per cent of the required quintity, hauling and stock piling the reclaimed material near the cent.

Removal of unsuitable soil including excavation, loading and disposal upto 10m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil. which shall be paid separately as per clause 303.5.2 as per technical specification clause 302.3.11 , Rate as per analysis

Providing and applying tock coat with bitumen emulsion using emulsion distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with hydraulic broom as per technical specification clause 503

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous [email protected] to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant Including cost Of testing of materials at site and laboratory as directed by the deptt.) B. with polymer bitumen 70, (ii)for grading II (13mm nominal size )

M/s Manisha Construction