Widening of East Railway Station Road (40' to 80' Master Plan Road) and B.T. Renewal from Morampudi Road to Railway Booking Office in 16th division (Under Pushkaram Funds)

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge – Mechanical means (70%)

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge – Manual means (30%)

Granular sub-base/base/surface course with Gravel materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD - with GRAVEL Morth . This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Construction of Granular sub-base by providing HBG material confirming to Grading - III of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-11& 400.12 , including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller 80-100KN to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MORD/MoRT&H specification.406 (5th revision) for finished item of work .This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Prime Coat with Bitumen Emulsion (SS1) Bulk using emulsion pressure distributor on Prepared Surface of Granular base including Clearing of road surface and spraying emulsion at the rate of 0.70 kg to 1.00 kgs / Sqm using emulsion pressure distributor for finished item of Work etc.,complete as per MORT&H Specification 502 (5th revision). This rate incuding cost of emulsion , transportation , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503 and as directed by the Engineer-in-Charge.

Providing and laying of 50mm thick Bituminous Macadam with 100 -120 TPH hot mix plant producing an average output of 75 tonnes per hour using hard blasted Trap crushed aggregates of Grading - II as per table 500-7 of MoRT&H specificaion 504 (5th Revision) premixed with bituminous binder of VG-30 grade @ 3.4 % by weight of total mixture, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and opeational charges all T&P and all other contingent charges necessary , complete and as per MoRTH specification No. 504 (5th Revision)

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % to 5.60 of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects . This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

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 glass beads as per IRC:35 .The material should be Berger company/Berger equivalent and must comply with the following a) white index for the product should be in the range of 60-70 when measured against standard reference.The applied panel 7/8 number must be submitted for checking up the white index in the department lab.In case the departmnt approves the white index of any vendor,the department engineer may carryout random checking of the applied products at site against the approved panel.In case of any major deviation beyond acceptance limit,department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor to replace the fll consignment by the desired material as per approved panel at his own cost and additional demurrages may be claime due to lossof man days (as per the rules of the dept.)b)Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249.c) Crack resistance:The applied panel cured for 7 days under ambient conditions and the should be tested as per BS3262 part-1,1989 and should pass at the range of '0' degree centigrade-'10' degree centigrade.D) Adhesion: Strong E) Softening point:102 degree centigrade.F) Dried film finish: Smooth and uniform G) Night vision:High as directed by the Engineer-In-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997.

Providing and fixing Raised Reflective pavement markers (road Studs) made of plastic body moulded from HIPS or ABS or ASA and reflective panels consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face and confirming to ASTM,BS and complying to guide lines issued by MOST circular.The height,width shall not exceed 20 mm,130 mm and the area of the each retro reflecting surface shall prefarbly be 35 +/-5 degree to base.Fixing will be without nails and the reflective marker shall be fixed to the road surface using the adhesives as recommended by the manufacturer etc., complete as directed by the Engineer-in-charge

Carting away of excavated earth to a lead of 1 KM (the rate including conveyance charges, labour charges for loading, unloading charges) including ideal hire charges of truck etc. complete as directed by the Departmental Authorities of the work.

Collection and spreading of Sand including ncluding cost and conveyance of materials to site with all leads, lifts to work site all labour charges and stacking to departmental guage including watering, tamping, ramming, labour charges, all other incidental and operational charges etccost and conveyance of all materialsetc., complete as per - for bedding – for drains & culverts

PCC (1:4:8) using 40 mm graded HBG m/c metal and OPC coarse and fine aggregates conforming to IS:383 including cost and conveyance of all materials, labour charges machine mixing vibration centering laying in position curing for 21 days etc. complete excluding GST and Seigniorage charges.

Supply of precast concrete blocks for paving of M-40 grade and thickness not less than 80 mm for Medium traffic areas conforming to IS 15658:2006 in allshapes and designs as per the manufacturer’s specification set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Providing RCC Grade M20 (nominal mix) with using 20mm HBG metal and OPC minimum Cement of 350 Kgs/ Cum of Concrete from approved quarry including cost and conveyance of all materials and all charges for machine mixing laying concrete, ramming in 15cm layers finishing top surface to the required level curing fo 14 days etc. complete for finished item of workas per S.S. and as directed by the Departmental Authorities For Culvert slabs & bed blocks with out form work – Drain / culvert bed and walls

Providing RCC Grade M20 (nominal mix) with using 20mm HBG metal and OPC minimum Cement of 350 Kgs/ Cum of Concrete from approved quarry including cost and conveyance of all materials and all charges for machine mixing laying concrete, ramming in 15cm layers finishing top surface to the required level curing fo 14 days etc. complete for finished item of workas per S.S. and as directed by the Departmental Authorities For Culvert slabs & bed blocks with out form work – Drain / culvert cover slabs

Providing High Yield Strength Deformed ( HYSD) (Fe 500D grade as per IS 1786-1979) of different diameters for RCC works including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming frills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete as per ss and as directed ny the departmental officer in charge of work.

Cutting open CC Road Surface with Concrete Saw Cutter and removal with Breaker(LAB-00648)

RCC vertical walls of plane surface including open drains of 600mm size and above. 1sqm of centering area for one surface - LAB-00671

Providing and fixing ductile iron (DI) manhole with clear opening of 900 mm × 900 mm, suitable for heavy-duty load up to 25 MT, of approximate weight 150 kg, including cost and conveyance of all materials to the work site, loading, unloading, labour charges for fixing in proper position, all leads and lifts, and complete in all respects as per relevant Standard Specifications and as directed by the Site Engineer.

Providing and fixing ductile iron (DI) manhole with clear opening of 750 mm × 900 mm, suitable for heavy-duty load up to 25 MT, of approximate weight 150 kg, including cost and conveyance of all materials to the work site, loading, unloading, labour charges for fixing in proper position, all leads and lifts, and complete in all respects as per relevant Standard Specifications and as directed by the Site Engineer.

Providing concrete for plain/reinforced concrete M20 in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. unit 1.00 cum Nominal mix M20 for Road work (for Mechanical Mixer)

Flooring with chequered cement concrete heavy duty tiles confirming to IS:13801 using aggregates, cement, pigments of size 300mm x 300mm and thickness 25mm of any shade as approved by Engineer - In - Charge set over base coat of cement mortar (1:6), 12 mm thick using screened sand over CC bed already laid or RCC roof slab including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm and jointed with neat white cement to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water and tiles etc., and overheads & contractors profit complete for finished item of work.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH – Brickwork

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH – RCC