Improvements to the road Anantapuram Bellary road (R&B) connecting P Kowkuntla Via Jallipalli PABR Dam from Km 7/4 to 10/3 in Ananthapuramu District

Earthwork excavation in soils upto SDR by mechanical means 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 MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge

Forming embankment with useful earth from excation of cutting/Trench by mechanical means upto SDR 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 soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P , complete for finished item of work as per MoRT&H specification 305 (5th revision) (Payment will be made based on level for finished item of work).

Forming embankment with borrowed useful earth from outside road boundary by mechanical means upto SDR 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 soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P , complete for finished item of work as per MoRT&H specification 305 (5th revision) (Payment will be made based on level for finished item of work).

Construction of Granular sub-base by providing HBG material confirming to Grading - V 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.

Providing and applying prime coat with bitumen emulsion (CSS1) 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

Providing and applying tack coat with bitumen VG-10 (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared Granular surface treated with primer cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.

Providing and applying tack coat with Bitumen80/100 Grade(Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.

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 Trap 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

Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per IRC: 35, the material should be of BERGER Company/ BERGER Equivalent/ Equivalent brand and must comply with the following: a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '-10' degree centigrade D) Adhesion : Strong E) Softening point: 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS: 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-1997

Providing and fixing Reflective pavement markers (Road studs) made of plastic body moulded from HIPS (Hi-impact polystyrene) or ABS or ASA (Acrylic Strene Acrylonitrite) and reflective panels shall consist of providing total internal reflection of the light entering the lens face and conforming to ASTM, BS and complying to guidelines issued by MOST circular no.RW/NH-33023/10/97-DO III dt.11-6-1997. The height , width shall nor exceed 20 mm, 130 mm and the area of each retro-reflecting surface shall not be less than 13sqcm and the slope of retro-reflective surface shall preferably be 35 (+ / -) 5 degree to base. Fixing will be without nails and the reflective marker shall be fixed to the road surface using the adhesives and the procedure recommended by the manufacturer and as per para 6.2 of the MOST circular including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading, unloading charges, site clearance etc., and complete necessary for successful completion of the work as directed by the Engineer - in - charge.Providing centreline marking of 300 cm length and 10 cm .width with a gap of 450 cm with thermoplastic paints including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading and unloading charges necessary for successful completion of the work as directed by the Engineer - in - charge and conforming to IS : 164-1981 (1st revision reaffirmed in 1986) and clause 803 of MOST specifications for Road & Bridge works and also conforming to IRC 35-1997

Providing and fixing Cautionary/Warning sign boards of size900 mm equilateral triangle made out of Type -X1 of ASTMD 4956-09 wide angle cube cornered micro prismatic Retro reflective sheeting and confirming to IRC 67;2012 for full background of White color and letters/logos done by screen printing in black color, boarders by screen printing in Red color and fixed over 4mm aluminium composite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted grey color and fixed over back support frame of MS angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on MS angle post of size 75x75x6 mm with clear height of not less than 2.1 m from ground level to the bottom of the board.The signost should be ainted with one coat of red oxide paint and 2 coats of synthetic enamel paint black and white color with banks of 30 cm 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 , machenery and labor with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer -in-Charge.

Supplying and installation of Hazard Markers/Delineators using M.S angle of size 55x55x6 mm and 120cm high above ground level painted with two coats of Black and White stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate painter of approved brand, color, with 30cm x90cm Type-IV of ASTMD 4956-09 high intensity Prismatic Retro reflective sheeting of yellow color and confirming to IRC 67;2012 fixed over 3 MM aluminum composite material having minimum 0.30 mm thick aluminum skin on both sides with standard supports consisting of alternately black and yellow with black stripes 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 trench of size 30cm x30cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials , equipment machinery and labor with all leads and lifts, loading and unloading charges necessary for successfully completion of the work on any road in division as directed by Engineer-in –Charge and conforming to IRC 67-2012 & MORTH specification NO.805 and approved drawing etc, complete for finished item of work.

Providing and fixing Village name board of size 900 x 450 mm made out of Type - IV of ASTMD 4956-09 wide angle cube cornered micro prismatic Retro reflective sheeting and confirming to IRC 67;2012 for full backgroundr green color and white letters and fixed over 3mm aluminium skin on both sides with back side painted grey color and fixed over back support frame of MS angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on MS angle post of size 75x75x6 mm with clear height of not less than 2.1 m from ground level to the bottom of the board.The signost should be ainted with one coat of red oxide paint and 2 coats of synthetic enamel paint black and white color with banks of 30 cm 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 , machenery and labor with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer -in-Charge.

Providing and fixing junction board of size 1050x1500 mm 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 backgroundr green color and white letters and fixed over 4mm aluminium composite material sheet havind minimum 05mm thick Aluminium skin on both sides with back side painted grey color and fixed over back support frame of MS angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on MS angle post of size 75x75x6 mm with clear height of not less than 2.1 m from ground level to the bottom of the board.The signost should be ainted with one coat of red oxide paint and 2 coats of synthetic enamel paint black and white color with banks of 30 cm 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 , machenery and labor with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer -in-Charge.

Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides

Providing Vibrated Cement Concrete (1:3:6) mix using 40mm size HBT 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 foundation.

Providing Vibrated Cement Concrete (1:3:6) mix using 40mm size HBT 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 Body wall

Providing, laying Reinforced cement concrete Hume pipes of 1200 mm Dia., NP-4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 300 mm dia. R.C.C Hume pipes in position including li

Filling in between body walls with gravel including cost and conveyance of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78 and as per MoRT&H Specification No. 2200 & 2907 (5th Revision) and as per Drawing and technical specifications for finished item of work.

Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides

Providing Vibrated Cement Concrete (1:3:6) mix using 40mm size HBT 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 foundation.

Providing Vibrated Cement Concrete (1:3:6) mix using 40mm size HBT 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 Body wall

Providing, laying Reinforced cement concrete Hume pipes of 1200 mm Dia., NP-4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 300 mm dia. R.C.C Hume pipes in position including li

Filling in between body walls with gravel including cost and conveyance of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78 and as per MoRT&H Specification No. 2200 & 2907 (5th Revision) and as per Drawing and technical specifications for finished item of work.

Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides

Providing Vibrated Cement Concrete (1:3:6) mix using 40mm size HBT 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 foundation.

Providing Vibrated Cement Concrete (1:3:6) mix using 40mm size HBT 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 Body wall

Providing, laying Reinforced cement concrete Hume pipes of 1200 mm Dia., NP-4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 300 mm dia. R.C.C Hume pipes in position including li

Filling in between body walls with gravel including cost and conveyance of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78 and as per MoRT&H Specification No. 2200 & 2907 (5th Revision) and as per Drawing and technical specifications for finished item of work.

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 CC Pavement.

Vibrated cement concrete M 35 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) 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 & 2702 (5th Revision) and as directed by the Engineer-in-Charge for C.C Pavement.

Vibrated reinforced cement concrete M 20 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (5th revision ) and as directed by the Engineer-in-Charge

Providing HYSD bars ( Fe-415 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2100 (5th revision) and as per I.S.1786 of 1985 for CC Pavement

Providing Uncoated Mild Steel bars ( Fe-250 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2200 (5th revision) and as per I.S.1786 of 1985 for CC Pavement

Providing 25.4 mm thick Mastic pads for Expansion joints etc., complete for finished item of work as directed by the Engineer-In-Charge during execution of work.