Laying of BT Road, CC Road & UGD Pipeline works in various villages of Shabad Mandal, Moinabad Mandal & Chevella Municipality in Chevella Assembly Constituency, Ranga Reddy District

Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge For Laying of CC Roads

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 Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Laying of CC Roads

Providing 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. PCC Grade M10 Nominal Mix 1:3:6 including Contractors profit and Overhead charges excluding seinorage charges complete for finished item of work and as directed by the Engineer-in-charge For Laying of CC Roads

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and Technical Specification 602 MORTH including Contractors profit and Overhead charges excluding seinorage charges complete for finished item of work and as directed by the Engineer-in-charge. For Laying of CC Roads

Mechanical trowelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc, including Contractors profit and Overhead charges excluding seinorage charges complete for finished item of work and as directed by the Engineer-in-charge SSR 25-26 sno 25 C For Laying of CC Roads

Groove Cutting of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC Pavement 100mm to 200mm thick complete including all miscellaneous charges Complete for finished item of work and as directed by the Engineer-in-charge. For Laying of CC Roads

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 including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc.including Contractors profit and Overhead charges excluding seinorage charges complete for finished item of work and as directed by the Engineer-in-charge. For Laying of CC Roads

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 all incidental, labour charges, overheads and contractors profit and also loading& unloding and conveyance etc. Complete for finished item of work and as directed by Engineer in charge. For Laying of CC Roads

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification including Contractors profit and Overhead charges complete for finished item of work 305 MORD / 304 MORTH in Ordinary soils by Mechanical Means . For Laying of UGD Line

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 including cost and conveyance of water to work site and all operational incidental, labour charges hire charges and T & O including Contractors profit and Overhead charges complete for finished item of work APSS 309 &310) and as directed by Engineer-in charge For Laying of UGD Line

Manufacture, Supply and Delivery of 450 mm 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 operational charges and testing,contractor's profit and overhead charges but excluding Seignorage Chrages etc., complete for finished item of work and as directed by the Engineer-in-charge. 450 mm dia For Laying of UGD Line

Supplying, Lowering and laying 200 mm dia SWG pipes in ready made trench true to alignment and gradient, jointing, and testing of stoneware pipes including cost of Stone ware pipes, jointing material such as cemen tmortar(1:1) proportion and hemp yarn but excluding cost and conveyanc e of pipe including Contractors profit and Overhead charges complete for finished item of work .(Reference to specifications BIS No.6530/72) For Laying of UGD Line

Reffling with usefull available excavated earth / soils in trenches ,sides of foundations & basement and the pipeline trenches after laid, jointed, executed, tested with intial lead in layors not exceeding 15 cm thick , consolidating each deposited layer by watering consolidting each layer by watering and ramming including cost and conveyonce of water to work site and all operational ,incidental,labour charges,hire charges of T&P ., including Contractors profit and Overhead charges complete for finished item of work and as directed by the Engineer-in-charge For Laying of UGD Line

Constructon of 1.20 M Circular Sewer Man hole of 1.20 mts x 0.55 m of 1.65 M depths with Fly ash bricks in cm 1:6 prop and corbelling too including cc bed ( 1:4:8 ) prop using 40 mm gauge HG Metal 0.10 mt thick and CC (1:2:4) Prop benching / chanelling,internal plastreng with 20 mm thick cm 1:4 and External Plasterng with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days complete all taxes seignarage charges as per specification etc complete including Contractors profit and Overhead charges complete for finished item of work. For 450 mm dia RCC NP3 pipes - 1.65 M depth For Laying of UGD Line

Constructon of 0.90 M Circular Sewer Man hole of 0.90 mts x 0.55 m of 1.0 M depths with Fly Ash bricks in cm 1:6 prop and corbelling too including cc bed ( 1: 4 : 8 ) prop using 40 mm gauge HG Metal 0.10 mt thick and CC (1:2:4) Prop benching / chanelling,internal plastreng with 20 mm thick cm 1:4 and External Plasterng with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days complete all taxes seignarage charges as per specification etc complete including Contractors profit and Overhead charges complete for finished item of work For 200 mm dia SWG pipes . For Laying of UGD Line

Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames with ISI marking anywhere in T.G., F.O.R. destination including, loading, un-loading & stacking at site but excluding taxes as applicable ISI mark H.D.-35 with 560mm dia clear opening including Contractors profit and Overhead charges complete for finished item of work For 200 mm dia SWG pipes For Laying of UGD Line

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness complete by mechanical means including Contractors profit and Overhead charges complete for finished item of work as per Technical Specification Clause 201 MORTH 5th Revision etc complete and as per the directions of Engineer-In-ChargeBy Mechanical Means In area of non-thorny jungle (light jungle) . For Laying of BT Road

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH, including all labour and material charges, contractor's profit and overhead charges excluding seignorage charges and taxes as per RBR-EECD-2 etc., complete for finished item of work and as directed by Engineer-In-charge. For Laying of BT Road

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Laying of BT Road

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD / 305 MORTH, including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Laying of BT Road

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 Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Laying of BT Road

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 Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge For Laying of BT Road

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,including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. as per MORT&H(5th Revision) specification 502. For Laying of BT Road

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, aincluding Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Laying of BT Road

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 cincluding Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Laying of BT Road

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Laying of BT Road

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 Contractors profit and Overhead charges complete for finished item of work and as directed by the Engineer-in-charge For Laying of BT Road

RPM(Twin Moulded Shanks) : 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 including Contractors profit and Overhead charges complete for finished item of work and as directed by the Engineer-in-charge. For Laying of BT Road

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 Contractors profit and Overhead charges complete for finished item of work and as directed by the Engineer-in-charge For Laying of BT Road

Providing and fixing of Object marker(300mm 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 Contractors profit and Overhead charges complete for finished item of work and as directed by the Engineer-in-charge For Laying of BT Road

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. Ordinary soils-Mechcanical Means-Upto 3 m depth. For CONSTRUCTION OF PIPE CULVERT

Providing 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 including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge.as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. PCC Grade M10 Nominal mix(1:3:6) For CONSTRUCTION OF PIPE CULVERT

Supply and placing of the RCC M25 Design Mix Concrete corresponding to IS 456 using 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 including all operational, incidental and labour charges, such as weigh batching, machine mixing, laying concrete, curing, contractor profit and overhead charges etc., including pumping, lead and lift charges, centering, shuttering, laying concrete, vibrating, curing etc for finished item of work (APSS No. 402) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Foundation. For CONSTRUCTION OF PIPE CULVERT

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 operational charges and testing,contractor's profit and overhead charges but excluding Seignorage Chrages etc., complete for finished item of work and as directed by the Engineer-in-charge. 900 dia For CONSTRUCTION OF PIPE CULVERT