Providing BT Road from Verkatpally (V) to Proddutur (V) with Low level Bridge on Musi in Valigonda (M), Bhongir Assembly Constituency, Yadadri Bhuvanagiri District.

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 overheads and Contractors Profit as directed by the Engineer-in-Charge as per Technical Specification 305 MORD / 304 MORTH.

Excavation for roadway 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 including overheads and Contractors Profit as directed by the Engineer-in-Charge as per Technical Specification Clause 302.3.5 MORD / 301 MORTH.

Drilling holes in hard rock of 25 mm diametre by mechanical means for inserting anchor bars into Rock foundation including all labour and drilling charges, overheads and Contractors Profit as directed by the Engineer-in-Charge

Providing and Laying of Plain Cement Concrete of M10 grade in open foundations using 40 mm nominal size graded hard stone aggregate including cost and conveyance of all materials, labour charges, water charges, mechanically mixed, including form work, laying concrete, vibrating, curing for 14 days etc., but excluding seigniorage charges; complete for finished item of work for foundation bed including overheads and Contractors Profit as diretced by the Engineer-in-charge, as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. .

Providing and Laying of Vibrated Reinforced Cement Concrete (VRCC) of M30 grade (Design Mix), using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate (Natural sand 50%+Manufactured sand 50% ), including cost and conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, etc., including curing for 14 days, overheads and Contractors Profit but excluding seigniorage charges as directed by the Engineer-in-Charge complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (For Foundations)

Providing and laying of Vibrated Reinforced Cement Concrete (VRCC) of grade M30 (Design Mix), using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate (Natural sand 50%+Manufactured sand 50% ), including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, etc., including curing for 14 days, overheads and Contractors Profit but excluding seigniorage charges as directed by the Engineer-in-Charge complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH as directed by Engineer-in-charge. For Substructure.

Providing and laying Vibrated Reinforced Cement Concrete (VRCC) M 30 grade Design Mix, using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate (Natural sand 50%+Manufactured sand 50% ), including cost and conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, etc., and including curing for 14 days, overheads and Contractors Profit but excluding seigniorage charges as directed by the Engineer-in-Charge complete for Superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH.

Supplying, fitting and placing HYSD/TMT bar reinfrocement steel Fe-500/500D/550D from steel manufacturer within Telangana with minimum integrated installed production capacity of 2 Lakh MT per annum (GOEL, SHYAM, JAI BALAJI, AFSTAR/MSLIFE TMT, RADHA TMT, SUGNA TMT, SHREE TMT) including over laps and wastage where they are not welded and Including Overheads and Contractors profit as directed by the Engineer-in-charge for Foundations complete as per drawings and technical specification sections 1600 & 2200 MORTH.

Supplying, fitting and placing HYSD/TMT bar reinfrocement steel Fe-500/500D/550D from steel manufacturer within Telangana with minimum integrated installed production capacity of 2 Lakh MT per annum (GOEL, SHYAM, JAI BALAJI, AFSTAR/MSLIFE TMT, RADHA TMT, SUGNA TMT, SHREE TMT) including over laps and wastage where they are not welded and Including Overheads and Contractors profit as directed by the Engineer-in-charge for Substructure complete as per drawings and technical specification sections 1600 & 2200 MORTH.

Supplying, fitting and placing HYSD/TMT bar reinfrocement steel Fe-500/500D/550D from steel manufacturer within Telangana with minimum integrated installed production capacity of 2 Lakh MT per annum (GOEL, SHYAM, JAI BALAJI, AFSTAR/MSLIFE TMT, RADHA TMT, SUGNA TMT, SHREE TMT) including over laps and wastage where they are not welded and Including Overheads and Contractors profit as directed by the Engineer-in-charge for Superstructure complete as per drawings and technical specification sections 1600 & 2200 MORTH.

Providing and laying of Vibrated Reinforced Cement Concrete (VRCC) Wearing course in M 30 grade including cost & conveyance of all materials to site and labour charges, machine mixing, laying, vibrating, etc. complete but excluding cost of steel and its fabrication charges and seigniorage charges, complete for finished item of work as directed by the Engineer-in-charge including overheads and contractors profit for Wearing course as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH.

Providing and Laying of P.C.C. M 15 ordinary grade (1:2.5:5) leveling course below approach slab including cost & conveyance of all materials to site and labour charges, machine mixing, laying, vibrating, etc but excluding seigniorage charges complete for finished item of work as directed by Engineer-in-Charge including overheads and contractors profit as per drawing and technical specifications Clauses 800 and 1211 MORD & 2700 MORTH. (PCC for Approach Slab).

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as directed by Engineer-in-Charge including overheads and contractors profit as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH

Backfilling behind abutment, wing wall and return wall complete as directed by Engineer-in-Charge including overheads and contractors profit as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH

Providing weep holes in Reinforced concrete abutment,return wall with 110 mm dia Non pressure UPVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as directed by Engineer-in-Charge including overheads and contractors profit as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.

Supply and fixing of high performance expansion joint filler board conforming to IS: 1838 - 20 mm THICK, in expansion joints including cost and conveyance of all materials labour charges, fixing in position with all incidental charges etc.,complete as directed by Engineer-in-Charge including overheads and contractors profit for finished item of work

Providing Drainage spouts complete including costs for electrodes, gas cutting, sealant, anti-corrosive bituminous paint, corrosion resistant mild steel grating, pipes, bolts, clamps, labour charges for fixing and fabrication, etc., as directed by Engineer-in-Charge including overheads and contractors profit as per drawing and technical specifications Clause 1209 MORD & 2705 MORTH

Dewatering by pumping out water collected by natural drainage including cost of all materials machinary, labour, drinage, lighting, and all other operations etc, complete as directed by Engineer-in-Charge including overheads and contractors profit .

Providing and laying pitching on slopes laid over prepared filter media as directed by Engineer-in-Charge including overheads and contractors profit as per drawing and technical specifications Clause 1302 MORD /2504 MORTH.

Construction of RCC guide posts of 250 mm dia M25 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 including 2 coats of Synthetic Enamel Paint over one coat of Cement primer as directed by Engineer-in-Charge including overheads and contractors profit as per drawing and Technical Specification Clause 1608.2

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 directed by Engineer-in-Charge including overheads and contractors profit as per Technical Specification Clause 301.5 MORD / 305 MORTH

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 Vibratory roller of 80 to 100kN to achieve the desired density including lighting, barricading and maintenance of diversion, etc but excluding Seignarage charges complete as directed by the Engineer-in-Chargeas including overheads and contractors profit as per Technical Specification Clause 406 MoRT&H ( 5th revision ).

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) with cement content of 350.00 kgs/cum, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropriate 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 contraction and expansion, construction joints, and admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. including loading unloading, transportation ,over heads and contractors profit but excluding seignorage charges Complete for finished item of work and as directed by the Engineer-in-charge.

Providing and fixing Cautionary /Warning sign boards of 900mm equilateral triangular made out of Type-XI of ASTM-D 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting and conforming to IRC 67-2012 for full background of white colour and letters/logos done by screen printing in black colour,borders by screen printing in red colour and fixed over 4 mm aluminum composite material sheet having minimum 0.50mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S. angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1m from the ground level to the bottom of the board.The Signpost should be painted with one coat of lead oxide paint and 2 coats of synthetic enamel paint black and white colour with bands of 30 cm height.The signpost shall be firmly fixed with MS Base angle 35x35x4 mm into the ground by M15 Concrete Foundation of size 450x450x600 mm, including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge.

Providing and fixing Village Name Board size 600mmx800mm made out of Type-XI of ASTM-D 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting and conforming to IRC 67-2012 for full background of green colour and white letters and fixed over 3 mm aluminum composite material sheet having minimum 0.30mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S. angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1m from the ground level to the bottom of the board.The Signpost should be painted with one coat of lead oxide paint and 2 coats of synthetic enamel paint black and white colour with bands of 30 cm height.The signpost shall be firmly fixed with MS Base angle 35x35x4 mm into the ground by M15 Concrete Foundation of size 450x450x600 mm, including cost and conveyance of all materials, equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge.