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| 1 | AP26PVT072-L039- Road from Irlawada-Koramatogondhi road toPamugondiin Y.Ramavaram (M) in ASR DistrictEst CostRs.90.50 lakhs + Rs.5.88 lakhs routine Mtc |
| 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 contractors profit & Over head charges, but excluding GST and Seigniorage chargesetc., complete. |
| 4 | Scarifying existing granular surface to a depth of 50 mm and spreading scarified material in uniform layers with Tractor grader and compacting withVibratory Roller to achieve thedesired density as per Technical Specification Clause 301.4. MORD ,including contractors profit & Over head charges, but excluding GST 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 MORDincluding contractors profit & Over head charges, but excluding GST and Seigniorage chargesetc., complete.., complete. |
| 6 | 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 contractors profit & Over head charges, but excluding GST and seigniorage 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 contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. |
| 8 | 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 contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 9 | 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 contractors profit & Over head charges, but excluding GST etc., completefor Prime Coat |
| 10 | 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 contractors profit & Over head charges, but excluding GST etc., completefor Tack Coat |
| 11 | 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 Hot Mix plant (By mechanical 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 contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 12 | Construction ofun-reinforced, panneled cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, as per design, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork etc complete as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation, admixtures as approved, curing of concrete slab for 14-days, using curing compound (where specified) and water and contraction sawn joint groove (using daimond studded nblades)3 to 5 mm wide and1/3rdto 1/4th depth of the slab + or - 5mm or .Thecontraction joint shall be cut as soon as the concrete as under goneinitial hardening and as hard enogh to take up the load of joint swaing machine with out causing damage to the slab. The joint ceilling compound shall not be poured bitumen type having flexibility, resistaance to age hardening and durability of the sealant shall be in accordance with BS 5212 (part-2) with all leads and lifts and coat and conveyance of all materials for 100 thickness for forming the panels of 0.75 X 0.75 mts size as per drawingand Technical Specification Clause 1501including contractors profit & Over head charges,but excluding Seig Charges, & GST etc,. Complete. |
| 13 | 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 contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. |
| 14 | Road Furniture |
| 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 MORTHincluding contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for5th Kilometre Stone (precast)Ordinary KM Stone |
| 16 | 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 MORTHincluding contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for5th Kilometre Stone (precast)200 M Stone |
| 17 | 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 ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work |
| 18 | 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 ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work |
| 19 | 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 ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work |
| 20 | Providing & fixing of typical PMGSYLOGO Board(every 2Km) as per MORD secifications and drawing consists of two boards made ofencapsulated 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 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 ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work |
| 21 | 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 ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work for Triangular Boards 600x600 |
| 22 | 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 ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work for 600mm dia Circular Boards |
| 23 | 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 ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work |
| 24 | 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, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 25 | Const. of 1.50 m Span Slab Culvert ( 2no) |
| 26 | 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 contractors profit & Over head charges, but excluding GST etc., complete- For FoundationsUpto 3 m depth |
| 27 | Fillingin foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. |
| 28 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size 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 contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For levelling course |
| 29 | 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 contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- for Head walls of pipe culverts & footings of slab culverts |
| 30 | 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 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Abutments & wing walls of slab culvert, Retaining walls |
| 31 | 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 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST,steel and seigniorage etc., complete (upto 5m height) Bed blocks |
| 32 | 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, 1401.4.1 and 1401.4.2 MORD / Sections 1500, 1600 & 1700 MORTH ,including contractors profit & Over head charges, but excluding GST,steel and seigniorage etc., complete upto 5m height. - For Super Structure (Deck slab)Deck slab |
| 33 | Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc., complete |
| 34 | 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 contractors profit & Over head charges, but excluding GST etc., complete- For Sub Structures - For Sub Structures |
| 35 | Supplying, fitting, and placing HYSD bar reinforcement FE 500in 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 contractors profit & Over head charges, but excluding GST etc., complete - For Super Structures |
| 36 | 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, 1206.6 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 37 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 38 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD. including contractors profit & Over head charges, but excluding GST etc., complete |
