Widening and Strengthening of BT Roadfrom NH161 Shivampet (V) to Vendikol (V) in Chowtakur (M), Andole Constituency, Sangareddy District.

Excavation for roadwork and culvert in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH , including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening of BT Road (4.25 KM) From Ch. 0/0 to Ch 4/250

Excavation in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH , by Mechanical means , Thrust Blocks and Man Holes etc,. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening of BT Road (4.25 KM) From Ch. 0/0 to Ch 4/250

Forming embankment /subgrade with borrowed useful earth from outside road boundary by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and excluding seigniorage charges, as per MoRT&H specification 305 (4th revision) - with a lead charges , Morth -305,RBR-EECD-4(ii). including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening of BT Road (4.25 KM) From Ch. 0/0 to Ch 4/250

Construction of granular sub-base by providing grading VI 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 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH. Mix in Place Method RBR- SBBS-1 A including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening of BT Road (4.25 KM) From Ch. 0/0 to Ch 4/250

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting withVibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.13 and Technical Specification Clause 406 MORD / MORTH. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening of BT Road (4.25 KM) From Ch. 0/0 to Ch 4/250

Providing and applying Primer coat with bitumen emulsion(Bulk-Slow Setting-1) over the prepared surface of granular base as Wet Mix Macadam surface at the rate of 6kg /10sqm including cleaning the road surface with mechanical broom and air compressor and spraying uniformly with the aid of bitumen pressure sprayer including cost and conveyance of bitumen emulsion and water,labour charges,cleaning, as per MORT&H(5th Revision) specification 502. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening of BT Road (4.25 KM) From Ch. 0/0 to Ch 4/250

Providing and applying Tack coat with Bitumen Emulsion rapid setting-1 over the prepared surface before laying DBM @2.5kg/10Sqm including cleaning the road surface with mechanical broom and air compressor and applying uniformity with the aid of emulsion pressure sprayer including cost and conveyance of bitumen emulsion, labour charges, cleaning, including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening of BT Road (4.25 KM) From Ch. 0/0 to Ch 4/250

Providing and laying dense graded bituminous macadam of 50mm thick with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grade-II, premixed with bituminous binder VG-30 @ 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. 507 including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening of BT Road (4.25 KM) From Ch. 0/0 to Ch 4/250

Providing and laying bituminous concrete of 30mm thick with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grade-II, premixed with bituminous binder VG-30 @ 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. 509 including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening of BT Road (4.25 KM) From Ch. 0/0 to Ch 4/250

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming (APSS NO. 309 & 310) including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening of BT Road (4.25 KM) From Ch. 0/0 to Ch 4/250

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 finished surface to be level, uniform and free from streaks and holes. Thermoplastic Paint (BERGER (Sigmark)/ Asian Paint (Apcomark) or equivalent brand - For Lane & Edge marking - 2.5mm thick in 1 layer. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening of BT Road (4.25 KM) From Ch. 0/0 to Ch 4/250

Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(Hi-impact Polystyrene) and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height and width shall not exceed 20 mm and 130 mm with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening of BT Road (4.25 KM) From Ch. 0/0 to Ch 4/250

Providing and fixing of Cautionary sign/Warning sign (600mm equi. Triangle) sign as per IRC :67 made of high intensity grade sheeting 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 M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening of BT Road (4.25 KM) From Ch. 0/0 to Ch 4/250

Providing and fixing of Object marker(3O0mm equi. Triangle) sign as per IRC :67 made of high intensity grade sheeting 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 M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening of BT Road (4.25 KM) From Ch. 0/0 to Ch 4/250

Excavation for roadwork and culvert in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For CC Road (0.20 KM) Ch. 4/250 to 4/450

Forming embankment /subgrade with borrowed useful earth from outside road boundary by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and excluding seigniorage charges, as per MoRT&H specification 305 (4th revision) - with a lead charges , including Contarctor's profit and overhead charges excluding seignorage charges, Morth -305,RBR-EECD-4(ii). including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For CC Road (0.20 KM) Ch. 4/250 to 4/450

Construction of granular sub-base by providing grading VI 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 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH. Mix in Place Method RBR- SBBS-1 A including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For CC Road (0.20 KM) Ch. 4/250 to 4/450

Providing P.C.C grade M 10 concrete for plain/reinforced concrete 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. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For CC Road (0.20 KM) Ch. 4/250 to 4/450

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 53 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), with minimum cement 350.00 Kgs coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of , construction joints, curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For CC Road (0.20 KM) Ch. 4/250 to 4/450

Mechanical trowelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc, complete for finished item of work as directed by Engineer-in-Charge pg 612/752 SSR 25-26 sno 25 C. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For CC Road (0.20 KM) Ch. 4/250 to 4/450

Saw Cut Groove cutting in set concrete upto a depth of 50.0mm including cost and conveyance of water to work site and including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For CC Road (0.20 KM) Ch. 4/250 to 4/450

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming (APSS NO. 309 & 310)and including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For CC Road (0.20 KM) Ch. 4/250 to 4/450

Carting away the surplus excavated earth/dismantled material/unwanted debris etc, from the work site with a lead of 5.0 km including initial lead including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For CC Road (0.20 KM) Ch. 4/250 to 4/450

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m as per SS - 20 B (APSS 308). including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. Ordinary soils-Mechcanical Means-Upto 3 m depth. For Construction of Pipe Culverts

Supplying and filling robo sand in trenches, sides of the foundations and basement with initial lead in layers not exceeding 15 cm thick consolidatiing each depposited layer by watering and rampping (APSS 309 &310) and including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Construction of Pipe Culverts

Providing P.C.C grade M 15 (Design Mix) MORTH 12.8 A concrete in open foundations using 60% of 40 mm,30% of 20mm 10% of 10mm 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. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Construction of Pipe Culverts

Supply and placing of the RCC M25 Design Mix Concrete corresponding to IS 456 concrete mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry and with minimum quantity of cement of 380 kg/cum as per IS code from standard suppliers approved by the departement, including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials (APSS No. 402). including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Foundation. For Construction of Pipe Culverts

Manufacture, Supply and Delivery of various internal dia R.C.C. NP 3 Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with M35 grade concrete conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) in standard lengths using Sulphate Resistant Cement confirming to IS 12330/1998 including lconveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with rubber rings all other incidental and including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. 900 dia. For Construction of Pipe Culverts