Formation of 100 feet Master plan BT road from Court complex road junction to Pudi road junction near Tiruchanoor, Tirupati Rural Mandal

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, sapling and trees 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 as per Technical Specification Clause 201 MORD/MORTH (By mechanical means) in area of non-thorny jungle (light jungle)

Demolition including stacking of serviceable materials and disposal of unserviceable materials within 100 metres lead

Demolition and disposal of unserviceable materials within 100 metres lead. Unreinforced cement concrete up to 15cm thickness

Unreinforced cement concrete up to 15cm thickness

Dismantling, clearing away and carefully stacking materials useful for re-use, stone masonry in cement mortar

Filling of foundations and basement with quarry rubbish in layers of not more than 15 cms. thick each well watered to saturation and consolidated including cost and conveyance of all materials, incidental charges etc., complete

Cutting road surface including stacking of excavated materials for pipe line trench work. -do- Cutting open B.T Road surface ( as well as asphalt concrete up to 75 mm thick) including water bound macadam.

Earthwork Excavation for road work in soil with hydraulic excavator of 0.9 cu.m bucket capacity including cutting and loading in tippers, trimming of bottom and side slopes in accordance with requirements of lines,grades and cross sections, loading and transporting to the embankment location or disposal of un serviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORTH specification No.301 and as directed by the Engineer-in-Charge

Carting of unserviceable soils loading and disposal upto 2 km etc., complete for finished item of work as directed by the Engineer-in-Charge

Construction of Embankment with approved material deposited at site from Road way cutting and excavation from drain (not exceeding 0.60 m depth ) and foundation of other structures, with all lifts and leads, including cost of cutting & spreading with Dozer 50 HP, grading with Motor grader to required slope, watering and compacted with Vibratory Roller 8-10 tonne, at OMC to meet requirements of Table 300-1 and 300-2 as per Technical specification clause 301.5 MORD/305 MORTH (V th Revision) etc., as directed during execution by Engineer-in-charge. NOTE: In case the earth cutting is done by dozer and pushed for filling in the embankment, the input of dozer in the cost of embankment shall be deleted as the same is already provided in the cost of excavation. However, if the earth is dumped by tippers from roadway cutting, the input of dozer for spreading is required to be provided

Construction of Embankment with approved material obtained from Borrow pits with all lifts and leads, transporting to site, including cost of cutting & spreading with Dozer 50 HP, grading with Motor Grader to required slope, watering and compacting with Vibratory Roller 8-10 tonne, at OMC to meet requirements of Table 300-2 with a lead up to 1000m as per Technical specification clause 301.5MORD/305MORTH (V th Revision) as directed during execution by Engineer-in-charge. Note: Loading & unloading shall not be allowed since excavation proposed with hydraulic excavator and unloading by tipping.

Construction of Granular sub-base by providing locally available material (Gravel) confirming to including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.

Construction of Granular sub-base by providing HBG material confirming to Grading - III of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-13, including cost of all materials and 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 base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. NOTE: The thickness of the compacted single layer shall not be less than 100 mm and shall not be more than 225 mm.

Providing and applying prime coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.70 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502 (5th revision) and as directed by the Engineer-in-charge. NOTE: A primed surface shall be allowed to cure for at least 24 hours or such other higher period as found to be necessary to allow all the moisture/volatiles to evaporate before subsequent mix is laid. A primed surface shall not be opened to traffic other than that necessary to lay the next course.

Providing and laying of 50mm thick Bituminous Macadam with 100 -120 TPH hot mix plant producing an average output of 75 tonnes per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-7 of MoRT&H specificaion 504 (5th Revision) premixed with bituminous binder of VG-30 grade @ 3.4 % by weight of total mixture, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and opeational charges all T&P and all other contingent charges necessary , complete and as per MoRTH specification No. 504 (5th Revision) .

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Providing and laying of Hot applied Thermoplastic Compound 2.5 mm thick including with Reflectorising Glass Beads @ 250gms per Sqm area, thickness of 2.5 mm is exclusive of surface applied Glass Beads as per IRC:35, including cost and conveyance of material, labour charges, hire charges of machinery, for finished item of work. The material should be of BERGER make (as per MORTH 803). The finished surface to be level, uniform and free from steaks and holes as per specification 803 MORTH. -do- on Bituminus surface

Supplying & Fixing of Molded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body 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 16000 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, width and length shall not exceed 50 mm, 100 mm and 100 mm and 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 Kgf. 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 complete as directed by the engineer.

Providing fixing of Median Marker Double Side (Type-XI) made of polycarbonate for impact resistance and good weatherability. Polycarbonate used for molding the Median Marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the polycarbonate should not decrease to less than 70 % of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm, height and width of 10x10 cm. The Median Marker shall have fluorescent yellow retro-reflective sheeting conforming to type XI specifications as per ASTM D4956. Area of reflective sheeting should not be less than 70 cm2. Edge of retro-reflective sheeting shall be concealed using a grill/ mesh/ similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and printed in contrasting color on both sides of median marker for distinct identification (even from moving vehicles).

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 clause 810 MORTH(excluding Concrete) The rate is excluding GST

Providing and fixing Cautionary / Warning sign boards size (900mm equi. Triangle)made out of Type - IX Type XI Rate in2020 (excludingtaxes) of ASTM 4956-09 High Intensity Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Alluminium Composite Material sheet having minimum 0.4 mm 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 with and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed in to the ground by M-20 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment,machinery and labour with all leads and lift, loading chages necessary for satisfactorycompletion of the work as directed by Engineer -in-Charge.

Providing and fixingMandatory sign (900mm dia. Circular) made out of Type XI Rate in 2020 (excluding taxes) high Intensity Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Alluminium Composite Material sheet having minimum 0.4 mm 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 with and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed in to the ground by M-20 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment,machinery and labour with all leads and lift, loading chages necessary for satisfactorycompletion of the work as directed by Engineer -in-Charge.

Providing and fixing Facility Informatory sign (600mmX800mm ) Type XI Rate in 2020 (excluding taxes) made out of Type - XI of ASTM 4956-09 Wide Angle cube cornered Retro reflective sheeting and confirming to IRC 67:2012 for full background of Green Colour & White Letters and fixed over 3MM Alluminium Composite Material sheet having minimum 0.25 mm 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 with and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed in to the ground by M-20 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment,machinery and labour with all leads and lift, loading chages necessary for satisfactorycompletion of the work as directed by Engineer -in-Charge.

Supplying and installation of Hazard Markers/Delinators Hazard marker (300mm X 900mm) Type XI Rate in 2020 (excluding taxes) using M.S. angle of size 55x55x6mm and 120cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand,colour, with 30cm x 90cm Type - XI of ASTM 4956-09 Wide Angle cube cornered Retro reflective sheeting of Yellow colour and confirming to IRC 67:2012 fixed over 3MM Alluminium Composite Material having minimum 0.25 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and Yellow with black stiipes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried into the ground in a trenchof size 30cm x 30cm and 50cm depth filled with CC M-20 including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading and un-loading charges necessary for successfull completion of the work on any road in division as directed by Engineer-in-Charge and conforming to IRC 67-2012 &MORT&H specification No.805 and approved drawings etc., complete for finished item of work.

Providing and fixing Village name board size Village name board (1200mmX450mm) Type IV Rate in 2020 (excluding taxes) of ASTMD 4956-09 High Intensity Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of Green Colour & White Letters and fixed over 3MM Alluminium Composite Material sheet having minimum 0.30 mm 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 35x35x4 mm and mounted on a MS angle post of size 75x75x6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600 mm including cost and conveyance of all materials ,equipment,machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as directed by Engineer -in-Charge.

Providing & fixing Directional boards / junction boards of various sizes as specified by the department, made out of Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of Green / Blue Colour & White Letters and fixed over 4mm Aluminum Composite Material sheet having minimum 0.5 mm thick Aluminum skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25 x 25 x 3mm all round and fixing with 35x35x4mm and mounted on MS hollow section post of different sizes as specified (excluding cost of Post) The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint silver metallic. The signpost shall be firmly fixed with .MS base plate in to the ground by M-15 Concrete foundation. The rate 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.( but excluding cost of earth work and M 15 foundation concrete and MS supporting structure ) (3M India make or equivalent)

Earthwork 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., complete for finished item of work. Ordinary soil-MECHANICAL means up to 3m depth.

Flling of foundations and basement with best river sand in layers of not more than 15 cms. thick each well watered to saturation and consolidated including cost and conveyance of all materials, incidental charges etc., complete.

Providing Vibrated Cement Concrete (1:4:8) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for base coarse below

Cement Concrete C.C.(1:3:6) using 20 mm ( 0.54 cu.m) and 12 mm (0.36cu.m) nominal size hard broken granite crushed metal from any source conforming to the relevant ISI standards for oundations etc., laid in layers of not more than 15 cm thick well compacted including curing,machine mixing,cost and conveyance of all materials etc., complete.

Cement Concrete C.C.(1:2.5:5) -Grade M15 using 20 mm ( 0.54 cu.m) and 12 mm (0.36cu.m) nominal size hard broken granite crushed metal from any source conforming to the relevant ISI standards for foundations etc., laid in layers of not more than 15 cm thick well compacted including curing,,machine mixing, vibration charges,cost and conveyance of all materials etc., complete.

Supply and placing of the M20 Design mix Concrete corresponding to IS 456 using concrete mixer using of 20mm HBG crushed metal 0.480 cu.m,10mm HBG crushed metal 0.320 cu.m ,sand 0.400 cu.m and cement 350 kgs with water cement ratio of 0.53 (185.5 Lit per cu.m of CC) etc. to site and including all operational incidental and labour charges such as machine mixing ,vibrating , laying concrete curing etc. complete with minimum cement content as per IS code from standard suppliers approved by the department but including cost of centing shuttering charges and excluiding cost of steel and fabrication charges for finished item of work (APSS No.402). - For Road Dividers

Construction of Brick Masonry C M (1:6) using well burnt Bricks 2nd class or ground moulded (Non- modular or traditional size) (230 x 110 x 70 mm)including curing, cost and conveyance of all materials as directed during execution and complying with standard specifications etc., complete.

Construction of pre-cast cement block masonry in C.M(1:8) Using pre-cast cement blocks made with C.M(1:8) commercial quality of size 290x190x140mm or any approved size including curing cost and conveyance of all materials as directed during execution.

Plastering in Cement mortar (1:3) 12 mm thick using best river sand from approved quarry including cost and conveyance of all materials, screening, curing, rounding of corners, incidental charges as directed during execution complying with standard specifications etc., complete

Plastering in Cement mortar (1:5) 12 mm thick using best river sand from approved quarry including cost and conveyance of all materials, screening, curing, rounding of corners, incidental charges as directed during execution complying with standard specifications etc., complete

Plastering in Cement mortar (1:5) 20 mm thick using best river sand from approved quarry including cost and conveyance of all materials, screening, curing, rounding of corners, incidental charges as directed during execution complying with standard specifications etc., complete

VCC Vertical walls of plane surface (rate is for both sides centering) including open drains

Random Rubble masonry Cement mortar (1 :6) using granate stones from any source confirming to the relevant lslstandards including cost and conveyance of all materials, curing, packing, neat finishingetc., complete as per specifications (excluding cost of bond stones )

Supply and placing of M 25 Design Mix Concrete corresponding to IS 456 using concrete mixer using of 20 mm HBG crushed metal 0.530 cu.m (707 kg),. 10 mm HBG crushed metal, 0.362 cu.m (471 kg) , sand 0.407 cu.m (616 kg.) and cement 380 kg with water cement ratio of 0.48 ( 182.40 ltrs/ cu.m of CC) etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, vibrating, laying concrete, curing etc., complete with cement from standard suppliers approved by the department but excluding cost of centering, shuttering charges and excluding cost of steel and its fabrication charges for finished item of work. Note : The design mix shall be got designed by furnishing the information required as per clause 19.1.1 &19.1.2 of IS 456-2000 by the contractor at his own cost and get approved from the competent authority before execution. The cement considered for above M25 grade concrete is 380 kg/cu.m and the rate is arrived accordingly in the estimate. After the mix is designed and approved, if there is any variation in the quantity of cement, over the cement content adopted in the estimate, the same will be considered and paid/recovered at estimate rate + T.P ( Either increase or decrease in quantity adopted in the estimate). Payment will not be made for variation in the quantity of other materials such as coarse & Fine aggregates. for footings

Supply and placing of M 25 Design Mix Concrete corresponding to IS 456 using concrete mixer using of 20 mm HBG crushed metal 0.530 cu.m (707 kg),. 10 mm HBG crushed metal, 0.362 cu.m (471 kg) , sand 0.407 cu.m (616 kg.) and cement 380 kg with water cement ratio of 0.48 ( 182.40 ltrs/ cu.m of CC) etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, vibrating, laying concrete, curing etc., complete with cement from standard suppliers approved by the department but excluding cost of centering, shuttering charges and excluding cost of steel and its fabrication charges for finished item of work. Note : The design mix shall be got designed by furnishing the information required as per clause 19.1.1 &19.1.2 of IS 456-2000 by the contractor at his own cost and get approved from the competent authority before execution. The cement considered for above M25 grade concrete is 380 kg/cu.m and the rate is arrived accordingly in the estimate. After the mix is designed and approved, if there is any variation in the quantity of cement, over the cement content adopted in the estimate, the same will be considered and paid/recovered at estimate rate + T.P ( Either increase or decrease in quantity adopted in the estimate). Payment will not be made for variation in the quantity of other materials such as coarse & Fine aggregates. for RCC walls

Supply and placing of M 25 Design Mix Concrete corresponding to IS 456 using concrete mixer using of 20 mm HBG crushed metal 0.530 cu.m (707 kg),. 10 mm HBG crushed metal, 0.362 cu.m (471 kg) , sand 0.407 cu.m (616 kg.) and cement 380 kg with water cement ratio of 0.48 ( 182.40 ltrs/ cu.m of CC) etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, vibrating, laying concrete, curing etc., complete with cement from standard suppliers approved by the department but excluding cost of centering, shuttering charges and excluding cost of steel and its fabrication charges for finished item of work. Note : The design mix shall be got designed by furnishing the information required as per clause 19.1.1 &19.1.2 of IS 456-2000 by the contractor at his own cost and get approved from the competent authority before execution. The cement considered for above M25 grade concrete is 380 kg/cu.m and the rate is arrived accordingly in the estimate. After the mix is designed and approved, if there is any variation in the quantity of cement, over the cement content adopted in the estimate, the same will be considered and paid/recovered at estimate rate + T.P ( Either increase or decrease in quantity adopted in the estimate). Payment will not be made for variation in the quantity of other materials such as coarse & Fine aggregates. For RCC Slabs (Excluding Centring Charges)

Supply and placing of M30 Design mix Concrete grade as per IS 10262-2009 with minimum cement content as per IS code 456-2000 using 20 mm HBG crushed metal 0.530 cum (707 kg) and 10 mm HBG crushed metal 0.362 cum(471 kg) and sand 0.407 cum (616 kg) and Cement 400 kgs with water cement ratio of 0.45 (180.00 ltrs/ cum of CC) etc., to site excluding GST and including all other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, vibrating, curing etc. complete with cement from standard suppliers approved by the department but excluding cost of centering, shuttering charges, cost of steel and its fabrication charges for finished item of work (APSS No.402) etc, complete as directed during execution. NOTE : The design mix shall be got designed by furnishing the information required as per clause 19.1.1 & 19.1.2 of IS 456-2000 by the contractor at his own cost and get approved from the competent authority before execution. The cement considered for above M30 grade concrete is 400 kgs/Cum and the rate is arrived accordingly in the estimate. After the mix is designed and approved, if there is any variation in the quantity of cement, over the cement content adopted in the estimate, the same will be considered and paid/recovered at estimate rate + T.P ( Either increase or decrease in quantity adopted in the estimate). Payment will not be made for variation in the quantity of other materials such as coarse & Fine aggregates. for Raft (Including centering charges)

Supply and placing of M30 Design mix Concrete grade as per IS 10262-2009 with minimum cement content as per IS code 456-2000 using 20 mm HBG crushed metal 0.530 cum (707 kg) and 10 mm HBG crushed metal 0.362 cum(471 kg) and sand 0.407 cum (616 kg) and Cement 400 kgs with water cement ratio of 0.45 (180.00 ltrs/ cum of CC) etc., to site excluding GST and including all other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, vibrating, curing etc. complete with cement from standard suppliers approved by the department but excluding cost of centering, shuttering charges, cost of steel and its fabrication charges for finished item of work (APSS No.402) etc, complete as directed during execution. NOTE : The design mix shall be got designed by furnishing the information required as per clause 19.1.1 & 19.1.2 of IS 456-2000 by the contractor at his own cost and get approved from the competent authority before execution. The cement considered for above M30 grade concrete is 400 kgs/Cum and the rate is arrived accordingly in the estimate. After the mix is designed and approved, if there is any variation in the quantity of cement, over the cement content adopted in the estimate, the same will be considered and paid/recovered at estimate rate + T.P ( Either increase or decrease in quantity adopted in the estimate). Payment will not be made for variation in the quantity of other materials such as coarse & Fine aggregates. ffor walls (Excluding centering charges)

Centering & Scaffolding charges - Floor wise rates for steel scaffolding pipes, jack props, steel centering plates etc., for unsupported height 3.66 m roof slab above 150 mm thick upto 300 mm thick

Centring for RCC vertical walls of plane surface (Rate is for both sides centering) including open dians

Providing High Yield Strength deformed (HYSD)/ Thermo mechancially treated (TMT) steel bars of (as per IS 1786 - 2008) of below 36 mm Fe500/Fe-500D diametres for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars including all wastages such as over laps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors. (APSS NO.126) (In the absence of 18G binding wire,2 nos of 20G binding wire in tandem are to be strictly adhered). Note: Unless otherwise fabrication and placement of steel, no pre-pament shall be made against the supply of steel reinforcement

Providing rough stone dry packing for revetment using hard broken granite stone of 225 mm size including cost and conveyance of all materials etc., complete.

Painting Two coats for New work with with Ready mixed Synthetic Enamel paint in all shades Grade-I having VOC (Volatile Organic Compound) content less than 50 grams/liter over priming coat with cement primer for exterior grade - 2 of approved colour and make including brushes to have an even shade including cost and conveyance of all materials as directed during execution complying with standard specifications etc., complete.

Machine mixed and vibrated design mix concrete M30 for pavement works for durability consideration with necessary reinforcement using 0.425 cu.m of 19mm to 22mm HBG crushed metal 0.425 cu.m of 12mm to 14mm IRC HBG crushed metal, 0.406 cu.m of sand of any approved quarry and cement 415 Kgs with water cement ratio of 0.38 (158 lit/cu.m of C.C) well compacted including centering with steel or wooden frames, preferably steel frames in straight position casting, curing cost and conveyance of all materials including centering charges, form work etc., complete but excluding cost of steel and binding wire, fabrication charges etc., complete as directed during execution and neat finishing of top surface and also providing expansion joints, construction joints wherever found necessary excluding cost of asphalt pad etc., complete.

Treating the pavement by the method of dewatering of surplus water from the concrete immediately after placing and vibrating to reduce the water cement ratio to an optimum level by means of suitable equipments such as vaccum pump, surface vibrator, suction mat, filter pads, skin floater etc., to achieve high strength of concrete with side forms as M.S. Channels etc., complete as directed during execution.

Supplying and placing in position poly sheet 125 micron thick impermeable separation membrane prior to laying of concrete including all incidental, labour charges for spreading, cutting and placing all complete as per the directions of Engineer - in - charge. For road works

Supply and fiing in position Mild steel bars Fe-250 steel grills for CC works including cost and conveyance of steel straightening cutting, placing in position wherever necessary etc., complete etc., as per design specifications and directions for road works.

Providing groove cutting in concrete pavements with a width of 5 mm to 10 mm and ¼ to 1/3 depth of slab (+) 5 mm or as stipulated in the drawings, including cost of cutting machine, generator & HOM of machinery, including cost of blade (diamond studed blades), coolant etc., including cleaning of groove & providing sand and hot bitumen fillers and filler metal etc., including cost and conveyance of all materials, labour, lead and lift charges and all other incidental charges as per drawing and as per specifications. The joint sealing compound shall be of hot poured bitumen type in accordance with Table.1 of IS 1834-1984 (Reaffirmed 2000) – “Specification for Hot Applied Sealing Compounds for Joints in Concrete”. Note: The joint sealing compound shall be of hot poured bitumen type having physical parameters like pour point, flow test, extensibility, penetration, etc., shall be in accordance with Table.1 of IS 1834-1984 (Reaffirmed 2000) – “Specification for Hot Applied Sealing Compounds for Joints in Concrete”

Providing and fixing precast concrete blocks (interlocking pavers) using not lessthan M40 grade paver blocks and thickness not less than 80 mm for medium traffic areas conforming to IS 15658-2006 of all shapes and designs as per the specification, over sand bed of 20 mm to 40 mm (30 mm average) thickness and compacting with vibrating plate compactor having 3 tonne compaction force there by forcing part of sand underneath to come up in between joints. final compaction of paver surface to be done after spreading and brushing the fine sand into joints to its final level. The work includes cost of all materials such as interlocking pavers, sand etc., Labour and equipments such as cutting machine, lift, loading & unloading to work site clearing, bringing required all materials for the successful completion of work as per drawings and Technical Specification Clause 1504 MORD and as directed during execution by the Engineer-in- charge of the work.

Manufacture, Supply and Delivery of R.C.C. Socket and Spigot pipes conforming to B.I.S. 458/2003 at ex-factory (rate per meter of effective length) Excluding transportation and all taxes. -do- NP- 2 Class 300 mm dia.

Conveyance of R.C.C. Socket and Spigot pipes on all-weather roads including loading, unloading and stacking (per Meter of effective length) -do- NP- 2 Class 300 mm dia.

Supply of G.I.pipes of"B" class of ISI marked and approved by the department including cost and conveyance and all other incidental charges etc., and properties and weight as per IS 1239 marked (Other than TATA make) 100mm dia

Laying and jointing of 100 mm dia G.I. Pipes and G.I Specials of approved make such as tees, couplings(sockets), reducing tees, reducing sockets, reducing elbows, hex nipples, GI cross, long couplings and nipples where ever necessary including jointing the pipes or running along the walls/floor including makingholes/groovin the walls and making it good with C.M (1:3) including cost of wooden plugs, cleats, clamps and screws as directed during execution including cost and conveyance of all materials etc.,complete. (Labour Charges Only )

Supply of 110 mm dia PVC /SWR pipes single socket ( as per ISI standards) 6kg/cm2 (Type-B)

Providing, laying Reinforced cement concrete Hume pipes of 1200mm Dia., NP-4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1200 mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.

Supply and fixing of Mastic pad 2'0 " x 4'0" (0.60M x 1.2M) of 1" (25.4 mm ) thick for expansions as directed during execution.

Flooring with cement concrete floor tiles of 25 mm thick confirming to IS 1380-12013/IS 1237-2012 of following sizes set over base coat of cement mortar (1:6) 20 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sq.m & jointed with neat cement to full depth mixed with pigment of matching shade including cost & conveyance of all materials, etc., complete for finished item of work. (Note: Unless otherwise laying of flooring is finished, no pre-payment shall be made for the tiles against supply)Chequered cement concrete heavy duty tiles confirming to IS:13801 using aggregates, cement, pigments of size 400 X 400 x 25mm of any shades.

20mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 sand) up to 300 mm in width -do- for Raised band

Conducting for soil Tests & Designs for Entrance Arch,Retaning walls,Island etc.,

Improvements at various junctions and Entrance Arches (As per designs)

Manufacture, Supply, & Delivery of HDPE Pipes conforming to IS 4984 - 2016 including transportation to anywhere in A.P, excluding all taxes (Supply up to 90 mm dia. in coil & above 90 mm dia. straight length.).250 mm diaHDPEpipe (10 Kgs/cm2)

Laying and jointing of HDPE pipes by butt fusion welding as per IS: 7634 – part-II/1975 as amended from time to time to the alignment and gradient and testing the pipeline to the required pressure etc. For 63mm to 400 mm

Filling with useful available excavated earth (excluding rock) 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., complete for finished item of work.

Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole with BSEN - 10025 grade S355J0 steel plate for shaft, IS 2062 for base plate with hinged door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 10 Mtrs height Pole having dimensions Bottom 175 mm,. Top 70mm with 3mm thick, base plate 275 x 275 x16mm and 4 Nos of M24 x 750 long 'J' bolts along with template. Makes: Bajaj / Valmont /Transrail/Utkarsh/ Skipper/ United

Foundation and erection charges with special T&P, for 9.00Mtrs / 10Mtrs long Octagonal / Conical pole duly erecting on base plate duly providing 4 Nos foundation bolts with nuts with providing of 0.60Mtr x 0.60Mtrs x 1.40 Mtr size M20 cc work vibrated concreting mixing with necessary steel (15kgs) reinforcement and curing for 7 days as directed by the field engineers during execution including excavation of Earth/BT,filling of charcoal,salt and coil earthing including of all labour charges and cost and conveyance of materials etc.complete with coil earthing.

Fabrication, Transportation and supply of 1.5mtrs sword type or any decorative double arm bracket with dooms either side complete with all accessories with MS galvanized 40mm / 50mm dia Pipe. (The design should be approved from field Engineers) Makes: Bajaj / Valmont/Laasma /Transrail/Utkarsh/ Skipper /Consoul /Surya /Vakrangee/Lysaght Pole

Supply and transportation of 120 Watts. LED Street light Luminaire made of pressure diecast aluminum body with powder coated, having protective toughened glass / temperature protective polycarbonate diffuser, supply input voltage 120 - 270V AC, P.F > 0.90, high power LEDs having System Efficacy >= 120 lumens/watt and junction temperature < 70°C, with Ingress protection IP66, Luminaire performance complies to IS 10322 (Part 5/Sec-3), driver surge protection 4KV, in-house additional Surge protection 10 KV with optics distribution, THD<10% at 110 Volts AC, driver efficiency >90%, CCT: 3000K - 5700K, minimum CRI>70, etc., complete with earth connection and not less than two years warranty a) Luminaire Make : Wipro(Skyline) / Philips (Greenline Extra) / GE- Venture / Crompton(Nexus / Hawk series) / Bajaj (Edge) / Halonix (Modular/ Lumos-Super) / Havells (Endura Series)/Valmont (Supernova) Greenlites(HI-Lux) / Capart(Premium) /Polycab/Keselec / HPL(City Vision)/Jaquar (Premium) /Eveready /Surya (Pollux) / Fortune Arrt (Leaf) / Rhino(GPSL06)/Orient (Fiesta Plus) /Bee-lite(Gritty) /Ecolink(Durastreet Gen-II) /Pro-Lite(GLM) b) LED MAKE :PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG / LG. a) Luminaire Make : Wipro(Skyline) / Philips (Greenline Extra) / GE- Venture / Crompton(Nexus / Hawk series) / Bajaj (Edge) / Halonix (Modular/ Lumos-Super) / Havells (Endura Series)/Greenlites(HI-Lux) /Capart(Premium)/Polycab/Keselec / HPL(City Vision)/Jaquar (Premium) /Eveready /Surya (Pollux) / Fortune Arrt (Leaf) / Rhino(GPSL06) b) LED MAKE :PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG / LG.

Supply and transportation of 50 SqmmX 3.5 core XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I)./1554-I

Supply and transportation of 16 SqmmX 4 core XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I)./1554-I

Fixing of M.V / S.V / M.H luminaire / Halogen fitting on wall / pole cross arm /channel / stem pipe etc., including all labour charges and giving connections etc., complete.

Supply of 3 core 2.5 Sqmm PVC insulated and sheathed FRLS copper round cable for voltage up to 1100V as per IS 694/1990.Makes: Finolex / RR kabel / Havells/ Finecab /KEI/Polycab/ Gloster/ Goldmedal/GM// Fortune Arrt/Anchor /Million

Supply and making one end termination with heavy duty singlecompression brass gland as per BS 6121:2005 ,IP 66 complete, SIBG type, heavy duty Alluminium lugs duly crimped with crimping tool, PVC tape etc for 50 Sq.mm of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size.Make: Dowels / Jainson / Comet.

Supply and making end termination with heavy Alluminium lugs (pin / ring type) for 16 Sq.mm cable as per IS specification duly crimped with crimping tool, PVC tape etc., complete. Make: Dowels / Jainson / Comet.

Supply and fixing of 6 to 32 Amps range Single pole MCBs 'C'/ 'D' Curve as per IS:8828 - 1996 / IEC:60898 - 2002 ISI mark of 'C' series 10 KA breaking capacity in the existing board and giving necessary connections. Grade-A: Makes: Legrand-DX3 / Schneider-Acti9 / Hager-h3 / Siemens-5SX4 / Havells STADx / L&T-AU / Indo Asian-Opti pro / HPL (Techno)

Laying of U.G cables upto 50 Sq,mm and back filling of trench including labour charges etc., complete.

Supply Laying and Transportation of Outer dia 50mm and inner dia 38mm, 6Kg/Sq.Cm (PE- 100 grade) double walled corrugated HDPE duct made as per specification BSEN - 500 86/IS 14930 Part-II.

Supply of 50 mm dia G.I. pipes of "B" class of ISI marked and approved by the department including cost and conveyance and all other incidental charges etc., and properties and weight as per IS 1239 marked . Make: Jindal / Appollo / TATA.

Earth Work excavation for trench for laying of U.G. Cable in ordinary Soils, manual means to the required width and depth and depositing the same on bank as directed during execution etc., complete .

Design, Fabrication, Supply, Installation and Commissioning of Outdoor type timer box of size 600mm(W) x 600mm(H) x 300mm(D) and made with 14SWG CRCA sheet steel cleaning with 7 tank process and painting with powder coating. The box shall be made by provide rubber beeding, door knobs etc., and the front door with double leaf arrangement with hinges and locking arrangement. Suitable heat Dissipation / Air / Ventilation ducts with inside wire mesh shall be provide to the panel. The box base shall be mounted on 40x40x6mm MS angle with stand legs at 4 corners at a length of 700mm each of 40x40x6mm MS angle with necessary welding and the angles shall be painted with two coats of enamel black paint over one coat of red-oxide. The timer box legs should be fixed in ground of size 400mm depth by using 20mm HBG metal in 1:3:6 ratio. A 9 Ply - 18 mm thick plywood sheet of size 0.50 m x 0.50m to fix inside the box and the following shall be supply and fix firmly on the ply wood sheet and giving necessary connections between Isolator - contactor - timer - out going MCBs etc., with suitable size of PVC copper wires /bus links and suitable holes to be made at bottom sheet of the box for incoming / outgoing cables and install the box at site as directed during execution by the site Engineer. a) Incoming: 100 A FP Isolator - 1 No, b) Out Goings: 63 A 4-pole MCB - 2 Nos, c) LED indicator lamps - 3 Nos.d) ML - 4 3 Pole, 415 V Power Contactor L & T) - 1 No., e) Togele / 6 Amps 2 Way Switch and giving connections.- 1 No. , f) Digital Time Switch (L & T) - 1 No., g) An earthing terminal should be provide to the box, h) Danger name plate -1 No. i) The ratings of switches, feeder name, bus bar / cable chamber etc., shall be indicate on panel with stickering letters as directed during execution.

Providing of Independent Earthing with 40mm Dia GI Pipe 'B' class of 2 Mtrs length after excavating an earth pit of size 1.5 m X 0.9 m X 2.05 m (Top 1.50 m X 0.90 m X 0.9m & bottom 1.20 m X 0.90 m X 1.15 m) with the following specification:- (a) the GI pipe shall be inserted into the Ground for 1.75 Mtr below the inspection chamber bottom 300 mm all around This pipe shall be covered with the mixture of 40 Kgs of coke, 20 Kgs of salt & sand including necessary earth work excavation in all kind of soils. (b) The excavated gap shall be back filled with excavated earth, and shall be properly consolidated with water. (c) The top 0.25 m of GI pipe shall be exposed into inspection chamber of Hum pipe . The all around inspection chamber shall be provided with 18" dia hume pipe. Earth connections shall be given to the 25 X 6 mm GI flat with bolts, nuts & washers, (d) A 65 mm dia PVC conduit is to be embedded through hume pipe at one side, to lay the Earth from the Earth bus to the Electrode through the PVC conduit and after laying the Earth, the pit entry PVC conduit is to be sealed with Bitumen compound. (e) Necessary Meggar testing is to be done in the presence of the concerned Engineers, and the reading should be as per IE standards.

Supply and fixing of suitable outdoor type feeder pillar box made with 14 SWG CRCA sheet after 7 tank process including S & F 40-63A FP MCB, 9 Nos SP MCB's, din channel, bus bars, 6 Sq mm 3 core copper cable for internal wiring, contactor, connectors and provision for energy meter etc., complete for finished item of work.

Supply and fixing of suitable outdoor type feeder pillar box made with 14 SWG CRCA sheet after 7 tank process including S & F 40-63A FP MCB, 9 Nos SP MCB's, din channel, bus bars, 6 Sq mm 3 core copper cable for internal wiring, contactor, connectors and provision for energy meter etc., complete for finished item of work.