Taking up of developmental works in Rajendranagar Constituency-Laying of CC Roads & BT Roads in Shamshabad Mandal of Rajendranagar Constituency.

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness including contractor profit and overhead charges but excluding seigenorage charges as per Technical Specification Clause 201 MORD / MORTH and as directed by the Engineer-in-Charge (For Laying of BT Road)

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., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge (For Laying of CC&BT Road)

Forming embankment 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 including contractor profit and overhead charges but excluding seigenorage charges, complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m and as directed by the Engineer-in-Charge (For Laying of CC&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 including contractor profit and overhead charges but excluding seigenorage chargesas per Technical Specification Clause 305.4.3 MORTH and as directed by the Engineer-in-Charge (For Laying of BT Road)

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 as per clause 401 MORTH 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 with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc including contractor profit and overhead charges but excluding seigenorage charges as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH and as directed by the Engineer-in-Charge. (For Laying of CC&BT Road)

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means including contractor profit and overhead charges but excluding seigenorage charges as per Technical Specification Clause 502 MORD and as directed by the Engineer-in-Charge (for use on Wet mix macadam & WBM) (For Laying of BT Road)

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom including contractor profit and overhead charges but excluding seigenorage charges as per Technical Specification Clause 503 MORD and as directed by the Engineer-in-Charge. (For Laying of BT Road)

Providing and applying tack coat with Bitumen emulsion (RS-1) (Rapid Setting) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom including contractor profit and overhead charges but excluding seigenorage charges as per Technical Specification Clause 503 MORD and as directed by the Engineer-in-Charge. (For Laying of BT Road)

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 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 including contractor profit and overhead charges but excluding seigenorage charges as per MoRTH specification clause No. 507 complete in all respects and as directed by the Engineer-in-Charge. (Grading - II 19 mm (Nominal Size)). (For Laying of BT Road)

Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 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 including contractor profit and overhead charges but excluding seigenorage charges as per MoRTH specification clause No. 508 complete in all respects and as directed by the Engineer-in-Charge (Grading I: 13 mm (Nominal Size)). (For Laying of BT Road)

Plain Cement concrete of Grade M10 - Nominal Mix using 40mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges for mixing , laying and finishing top surface to the required level curing etc., including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge. (For Laying of CC Road)

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), 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, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade including contractor profit and overhead charges but excluding seigenorage charges as per drawing and Technical Specification Clause 1501 MORD and as directed by the Engineer-in-Charge. (For Laying of CC Road)

Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.70-0.80 atmospheres as per the standard procedure floting with powerfloater, mechanical trawelling, finishing with sound edges and camers including hire and operational charges of machinery, etc,including,Loading , Unloading, Contarctor's 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 Road).

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, including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-charge. (For Laying of CC Road).

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately including contractor profit and overhead charges but excluding seigenorage charges and as directed by the Engineer-in-Charge. (For Laying of BT Road)

Carting of surplus Dismantled material/ excavated earth with a Lead of 5 km from the site including loading, unloading charges, cost & conveyance, labour charges, including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by Engineer-in-charge. (For Laying of CC&BT Road)

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per approved drawings complete and as per clause 811 and as directed by the Engineer-in-Charge.

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 including contractor profit and overhead charges but excluding seigenorage charges as per Technical Specification 305 MORD / 304 MORTH in Ordinary soils by Mechanical Means and as directed by the Engineer-in-Charge. (For Construction of RCC Pipe Culvert)

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. (For Construction of RCC 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) but excluding Seignorage charges, cost of steel and its fabrication charges, GSTas applicable. complete for finished items of work and as directed by Engineer in Charge. For Foundation (For Construction of RCC Pipe Culvert)

Supplying, fitting and placing HYSD bar reinforcement in Foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded including contractor profit and overhead charges but excluding seigenorage charges and as directed by the Engineer-in-Charge. (For Construction of RCC Pipe Culvert)

Manufacture, Supply and Delivery of various internal dia R.C.C. NP 3 Spun / Vibrated Cast (Reinforced) Plain ended 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 conveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with Collars 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. 1000 dia (For Construction of RCC Pipe Culvert)

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 .,Complete for finished item of work including contractor profit and overhead charges but excluding seigenorage charges and as directed by the Engineer-in-charge.(APSS No.309&310) (For Construction of RCC Pipe Culvert)

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 Construction of RCC Pipe Culvert)