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| 1 | Package No.AP26PVT12-L053-Road from R and B Road to Dondagaruvu in Pedabayalu Mandal of Alluri Sitharama Raju District. |
| 2 | Road Part |
| 3 | 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 as per Technical Specification Clause 201 MORD, including Overhead charges & Contractor\"s profit but excluding GST,etc., complete. |
| 4 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including breaking clods, ramming, spreading, sectioning, grading compacting with vibratory roller 80-100KNto OMC compaction including to a top width of 7.5m and raising to required heightcomplete etc.as perrequirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD, including Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete. |
| 5 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD,including Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete. |
| 6 | 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 as per Technical Specification Clause 302.3.5 MORD / 301 MORTH,including Overhead charges & Contractor\"s profit but excluding GST, etc., complete. |
| 7 | Construction of granular sub-baseby providing well graded material(Table 400.1) with Grading IIIMaterial(HBG M/C +Stone dust)CBR Value not less than20 andPI Value less than 6spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting withVibratory Roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD,including Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete. |
| 8 | Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectivelyand spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC withvibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery,including Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete. |
| 9 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete. |
| 10 | Providing and applying primer coat with bitumen emulsion (CSS-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 as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including Overhead charges & Contractor\"s profit but excluding GST,etc., complete. |
| 11 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including Overhead charges & Contractor\"s profit but excluding GST, etc., complete. |
| 12 | Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.15 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant by manual means, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD\"2014,including Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete. |
| 13 | Road Furniture |
| 14 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH, including Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete (precast) for Ordinary KM Stone |
| 15 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH, including Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete (precast) for 200 M Stone |
| 16 | Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing Consisting ofThree boards made of encapsulated lens type Retro reflective sheetingas per IRC 67fixed over Alluminium Composite Material of 4mm thickness fixed on a frame of 25x25x5mmMS angle alround edges and MS flats 25x5mm in the middle duly welding he lower plate andmiddle plateto 2 nos of verticle posts 75x75 x6mmMS square hallow section of 2.80m length welded with 200x200x5mm thick MS base plate at bottom duly embedded in CC M20 grade blocks of 450x450x600mm, 600mm below ground level and the top most diamond plate welded to middle plate by 47x47 X6mmsMS squarehallow section tube duly supported by47x47x6mm MS square tube in betweentwo vertical posts includinglettering, colour,band, diagrams, specifications etc., complete as per MORD specifications and paining toall sections of framed posts,tubes and sheetwith primer and two coats of epoxy paintin required shade andcolour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges, Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete for finished item of work. |
| 17 | Providing and fixing of Maintenance information boardas per MoRD specifications and drawings made ofencapsulated lens type Retro reflective sheeting as per IRC:67 fixed over Alluminium Composite Material of 4mm thicknessand size of 900 x 1500 mm fixed on a frameof 25X25X6mm thick MS angles alround edges and MS flats 25x5mm in the middleand welded to 75 x 5 mm sizeMS flatplates on back and welded to 75x 75 x6mm MS Square hollow section of height 3.00m lengthwelded with base MSplate of 300x300x5mm thick base MSplate at bottomdulyembedded in to cement concrete M20 grade of size 600 x 600 x 750 mm, 750 mm below ground level includinglettering, colour,band, diagrams, specifications etc., complete as per MORD specifications and paining toall sections of framed posts,tubes and sheet with primer and two coats of epoxy paintin required shade andcolour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges, Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete for finished item of work. |
| 18 | Providing and fixing of Citizen informationboard as per MoRD specifications and drawings consists oftwo boards made ofencapsulated lens typeRetro reflective sheetingas per IRC 67fixed over Alluminium Composite Material of 4mm thickness and 900/750mm size fixed ona frame of25x25x5mm thick MS angle alround edgesand25x5mm thick MS flats in the middlewelded to75 x 5 mm size MS Flatplates on back and welded to 75x75x6mm MS square hallowsections of length3.05m welded with 300x300x5mm MS Base plateat bottomduly embedded in cement concrete M20 grade of size 600x600x750 mm, 750mm below ground level includinglettering, colour,band, diagrams, specifications etc., complete as per MORD specifications and paining toall sections of framed posts,tubes and sheet with primer and two coats of epoxy paintin required shade andcolour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges, Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete for finished item of work. |
| 19 | Providing & fixing of typical PMGSYLOGO Boardas per MORD secifications and drawing consists of two boards made of encapsulated lens type Retro reflective sheeting as per IRCfixed over Alluminium Composite Material of 4mm thickness fixed on a 25x25x5mm size MS frame alround edges and25mmx5mm size Ms flats in middleduly welding the top and bottom plates 1 No of 75x75 x6mm MS Square hallow section post of 2.95 m height welded with 200x200x5mmthickMS base plate of at bottomduly embedded in CC M 20 grade block of 450x450x600mm, 600mm below ground levelincluding lettering, colour,band, diagrams, specifications etc., complete as per MORD specifications and paining toall sections of framed posts,tubes and sheet with primer and two coats of epoxy paintin required shade and colouras per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges, Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete for finished item of work. - Logo board with every 2 Km . |
| 20 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory signboards as per MoRD specifications and drawings made of encapsulated lens type reflective sheetingas per IRC:67fixed over aluminium sheeting 4 mm thickfixed on 25x25x5mm size MS angles alround and25mm x5mm size MS flats inmiddlesupported on75x75 x6mm MS anglesection post welded with 50x50x5 mm MS angle hold fastat bottomfirmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground levelincludinglettering, colour,band, diagrams, specifications etc., complete as per MORD specifications and paining toall sections of framed posts,tubes and sheet with primer and two coats of epoxy paintin required shade andcolour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges, Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete for finished item of work - at Speed breakers near Junctions, T Boards at Junctions, Prohibited boardsat junctions (triangle of size 600 X 600mm size). |
| 21 | Providing and erecting direction and place identification retro-refectorised sign as per MoRD specifications and drawings made of encapsulated lens type refective type sheeting as per IRC 67fixed over aluiminium sheeting,4mm thick with area not exceeding 0.90 sqm board fixed on 25x25x5mm size MS frame alround and25mm x5mm size MS flat in the middle supported on 75x75 x6mm MS anglesectionposts welded with 50x50x5 mm MS hold fastat bottom, firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground levelincludinglettering, colour,band, diagrams, specifications etc., complete as per MORD specifications and paining toall sections of framed posts,tubes and sheet with primer and two coats of epoxy paintin required shade andcolour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges,Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete for finished item of work. |
| 22 | Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materialsequipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, Overhead charges & Contractor\"s profit but excluding GST etc., complete for finished item of work. |
| 23 | Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm 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 retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, Overhead charges & Contractor\"s profit but excluding GST etc., complete for finished item of work. |
| 24 | Supplying & Fixing of Moulded 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-in-Charge including cost and conveyance of all materials, all labour charges, Overhead charges & Contractor\"s profit but excluding GST etc., complete for finished item of work. |
| 25 | Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2, including Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete. |
| 26 | Construction of one vent 1000 mm dia. Pipe Culverts - 4 No.s (0/620, 1/620, 1/810, 2/010) |
| 27 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH,including Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete - For Foundations |
| 28 | Fillingin foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH,including Overhead charges& Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete. |
| 29 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), 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 Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete - For levelling course. |
| 30 | Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH,including Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete - for Head walls of pipe culverts. |
| 31 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101.6 MORD,including Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete - 1000mm dia RCC NP3 Pipes(P/E) - For Pipe Culverts |
| 32 | Construction of two vents 1000 mm dia. Pipe culverts - 1 No. (0/870) |
| 33 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH,including Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete - For Foundations |
| 34 | Fillingin foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH,including Overhead charges& Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete. |
| 35 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), 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 Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete - For levelling course. |
| 36 | Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH,including Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete - for Head walls of pipe culverts. |
| 37 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101.6 MORD,including Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete - 1000mm dia RCC NP3 Pipes(P/E) - For Pipe Culverts |
| 38 | Construction of 3 m span RCC Slab culvert- 1 No. |
| 39 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH,including Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete - For Foundations |
| 40 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), 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 Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete - For levelling course. |
| 41 | Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH,including Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete - for Footings of slab culverts. |
| 42 | Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH,including Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete - for Abutments & Wing walls. |
| 43 | Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH, including Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete (upto 5m height) for Bed Blocks. |
| 44 | Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH, including Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete up to 5m height. - For Super Structure (Deck slab) |
| 45 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH,including Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete. |
| 46 | Cost, supply and fixing of Bituminous Mastic Pad 25.4 mm including cost and conveyance and all labour charges and including Overhead charges & Contractor\"s profit but excluding GST, etc., complete. |
| 47 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructure complete as per drawings and technical specification Clauses 1001 & 1206 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded, including Overhead charges & Contractor\"s profit but excluding GST, etc., complete - For Sub Structures. |
| 48 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 500) in superstructure complete as per drawing and technical specifications Clauses 1001 and 1401 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including Overhead charges & Contractor\"s profit but excluding GST, etc., complete - For Super Structures |
| 49 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD / 2503 MORTH, including Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete - For Protection Work |
