Widening and strengthening work of Rani ki Sarai Nizamabad Road (ODR) from chainage 0.000 to 8.400.

Excavation for road work in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading tipper triming bottom and side slop in accordance with requirement of lime, grade and cross section and transporting of the embankment loctiong within all lift and lead. as per MoRTH specification No. 301 (Including all taxes but excluding GST)

Construction of Embankment with Material deposited from Roadway Cutting:- Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 (Including all taxes but excluding GST)

Construction of Embankment with Material obtained from road side without lead) :-Construction of embankment with approved materials obtained from borrowpits with all lifts and leads, transporting to site , speading grading to required slope and compating to meet requirement of table 300-2 (without lead) (Data Book Sr. No. 3.16) material obtained from right way (Including all taxes but excluding GST)

Construction of Embankment with Material obtained from Borrowpits :- Construction of embankment with approved materials obtained from borrowpits with all lifts and leads, transporting to site , speading grading to required slope and compating to meet requirement of table 300-2 from 5.00 Km. distance (Including all taxes but excluding GST)

G.S.B Grade-1 Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete. (Including all taxes but excluding GST)

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density As per MoRTH specification No. 406 (Including all taxes but excluding GST)

Prime Coat Providing and applying primer coat with bitumen emulsion slow setting on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MoRTH specifications. (Including all taxes but excluding GST)

Dense Graded Bituminous Macadam Grading-IInd Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Using Bitumen (VG-30) (Including all taxes but excluding GST)

Tack Coat IInd on Bituminous Surface Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per MoRTH specification No. 503 (Including all taxes but excluding GST)

Bituminous Concrete Grading-IInd Providing and laying bituminous concrete with HotMix HMP 60-80 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507(B) complete in all respects. Using Bitumen (VG-30) (Including all taxes but excluding GST)

Construction of subgrade and earthen shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2 (without lead). (Including all taxes but excluding GST)

Construction of subgrade and earthen shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2 (from 5 Km. distance) (Including all taxes but excluding GST)

Earth work in excavation Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material As per MoRTH specification No. 304 (Including all taxes but excluding GST)

PCC Grade M-15 Plain cement concrete M15 in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and complacted by vibration including curing for 14 days. Foundation. As per MoRTH specification No. 1500, 1700 & 2100 (Including all taxes but excluding GST)

RCC Grade M-30 Provinding and laying cement concrete M-30 grade excluding reinforcement complete as per drawing and techincal specifications No. 1500, 1600 & 1700 (Including all taxes but excluding GST)

RCC Grade M-30 (Slab) (Case -1) Provinding and laying cement concrete M-30 grade excluding reinforcement complete as per drawing and techincal specifications No. 1500, 1600 & 1700 (Including all taxes but excluding GST)

HYSD Bar Supplying, fitting and placing HYSD bar reinforecement in super-structure complete as per drawing and technical specifications. As per MoRTH specification No. 1600 (Including all taxes but excluding GST)

Filter Media Providing and laying of filter media with granular materials / Brick bats to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications No. 710.1.4 of IRC 78 and 2200 (Including all taxes but excluding GST)

RCC Grade M-30 (Railing) Construction of precast RCC railing of M-30 grade, aggregates size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and Technical Specifications No. 2703, 1500, 1600 & 1700 (Including all taxes but excluding GST)

PCC Grade M-30 (Wearing Coat) Provinding and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and techincal specifications No. 2702 (Including all taxes but excluding GST)

Weep Holes Providing weep holes in brick masonry wing wall with 110mm dia PVC pipe extended through the full width of structure with slope of 1V:2H as per technical specifications No. 2706 & 2200 (Including all taxes but excluding GST)

Thermoplastic Transverse Bar (Repeated) Providing and laying of hot appiled thermoplastic compound 5 mm thick, 300 wide and 600 mm gape including reflectorising glass @ 500 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC: 35 the finished surface to be level, uniform and free from streak and holes (Transverse Bar/Repeated Bar) (Including all taxes but excluding GST)

Road marking with Hot Applied Thermo Plastic Compount-Providing and laying of hot applied thermoplastic compound 2.5mm thick as per approved layout and design including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm in exclusive of surface applied glass beads as per MORTH & H specification No. 803 The finished surface to be level, uniform and free from streack and holes rates to be inclusive of all labour and T&P etc complete required for proper completion of the work as per direction of E/I. as per MoRTH Specification No. 803 (8.13) (Including all taxes but excluding GST)

Supply, fixing & eraction of built up Cantilever Structure 6m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M.S. plate at bottom. The horizontal Truss shall comprise of 50mm dia heavy class MS pipe and 40 mm dia heavy MS pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 90 x 90M of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick lean Concrete in 1:4:8 cement coarse sand and 40 mm gauge stone ballast. R.C.C. with and 1:2:4 cement coarse sand and 0 mm stone grit including supply and fixing of 25 mm dia foundation bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67:2010 complete in all respect. The Rates shall include cost of design fabrication, supply, transportation, local shifting Erection of Signage structure using crane, inclusive of all taxes royality, VAT etc. all T&P machine. material and labour required for proper completion of work as per direction of Engineer-in-chagre. as per SI No. 6 (Including all taxes but excluding GST)

Reflective Signs Providing & fixing of Reflective Signs with a corrosion resistant 4 mm thick aluminium composite panel face to be fully covered with High intensity prismatic sheeting type IV as per IRC-67:2010 retro reflective sheeting with MS angle frame of 35 x3. As per SI. No. 8 (Including all taxes but excluding GST)

TRAFFIC SIGNS - 50 X 60 CM SINGLE CHEVRON (NORMAL) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 upto date made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with PCC M-25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 upto date. Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.(8.40) (Including all taxes but excluding GST)