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| 1 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. MORD Data Book Pg 2-2 |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (Bituminous Courses )(MORD Data book Page 2-16)(50% only) |
| 3 | Dismantling of existing structures like Brick Soling culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(MORD Data book Page 2-11) . |
| 4 | Relaying Brick Soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with threewheel road roller 80-100 kN as per Technical Specification Clause 412 S.No. 4.18 Pg 4-28 ( Labour only). |
| 5 | Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing. |
| 6 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m. |
| 7 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Tech specifications |
| 8 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 |
| 9 | Construction, of Gravel/ Soil Aggregate Sub-base/Base by providing well graded material of nominal maximum size grading 80 mm as per Table 2.3 of IRC SP 77- 2008, spreading in uniform layers with tractor , mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80- 100 kN Static Roller capacity to achieve the desired density complete as per specifications contained in Para 2.2, 3.6 and 3.7 of IRC SP 77-2008. Reference of MORD Specifications: NRRDA letter No.P-17012/7/2005/P-!II dated 20 April, 2009 and IRC SP 77-2008. |
| 10 | 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 smoothwheel roller of 80 to 100kN 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. |
| 11 | Supply and Laying of 80mm thlck Precast cements concrete I shapes Interlocking paver blocks ISI mark confirming to IS 15658- 2006 with top layer of minimum 5 mm Thickness having Plan dimension 200x(160+120mm) of O.P. Cement, smooth high gloats finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be lees than 40Mpa and weight 4.5kg per Including cost of material As per PWD SI New Item 14 of Chapter as per direction Eng-incharge. |
| 12 | Providing and applying Primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 13 | Providing and laying Dense bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve that desired compaction as per technical specification Clause 504. |
| 14 | Providing and applying tack coat (Over DBM) with Bitumen (VG-10)using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 |
| 15 | SDBC - IProviding SDBC with pue higher capacity batch type hot mix plant using crushed aggregates of specified with paxjwad bituminous blnder @ 5.0 percent of mix and filler, transporting the hot mix to work site, laylng with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, smooth wheeled, vibratory rolling with tandem rollers to pue achieve desired compaction as per MORT&H specification clause No. 507 complete in all respects |
| 16 | Reinforced cement concrete M15grade 5th kilometre stone 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 Data book Page 10-17) |
| 17 | Reinforced cement concrete M15grade kilometre stone 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 Data book Page 10-18) |
| 18 | Reinforced cement concrete M15grade 200 metre stone 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 Data book Page 10-18) |
| 19 | Providing and fixing of Logo sign board at starting point & Intermediate distance with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle |
| 20 | Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle |
| 21 | Providing and fixing of reflective Citizen information sign board with a corrosion resitant 4mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle |
| 22 | Providing and fixing of Maintenance information sign board with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle |
| 23 | Supply and fixing Speed Limit,Dispansary,Crossing,Diversion Boards with approved drawing as per direction of the Engg-in-charge. |
| 24 | Repeated Bar Marking Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IIRC:35 The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of work |
| 25 | Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling. |
| 26 | Earth work in excavation for structure as per drawing and technical specifications Clause 305.1 including stting out construction of shoring and bracing removal of stumps and other deterious material and disposal uptolead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material |
| 27 | Providing concrete for plain concrete 1:3:6 cement coarse sand and stone grit in open foundations complete as per drawing and technincal specifications Clause 802, 803, 1202, and 1203 (Ref to MORD sp. 800/1200 Sr. No. 11.4 (ii) Pg 11-5) |
| 28 | Brick masonary work in 1:3 cement and coarse sand mortar in foundation complete excluding pointng and plastering as per drawing and technical specification clause 600, 1202 & 1203 (Ref to MORD Sp. No. 600/1200 Sr. No. 11.5 Pg 11-9) |
| 29 | Brick masonry work in cement mortar in 1:4 foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203. (Ref. to MORD Sp.600/1200 Sr. No. 11.5 Pg 11-9) |
| 30 | 15mm thick Plastering with cement mortar 1:4 on brickwork in substructure as per technical specification Clause 613.4 & 1204 (Ref. to MORD Sp. 600 Sr, No. 12.3 Pg 12-4) |
| 31 | Stuck pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204. (Ref. to MORD Sp.600 Sr. No.12.2 Pg 12-3) |
| 32 | Providing cement concrete M-20 for plain/ reinforced concrete in top of wall as per drawing and technical specifications Clause 802, 803, 1202 & 1203 Pg- 11.6 |
| 33 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. (Ref. to MORD Sp.800 Sr. No. 13.1 Pg 13-3) M-25 grade including all material, labour, T&P etc. complete. |
| 34 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. (Ref. to MORD Sp.1000 Sr. No. 13.2 Pg 13-4) |
| 35 | Providing weepholes 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 drawin |
| 36 | White washing/Colour Washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915. MORD Sp. 1900 Pg 15-12 |
| 37 | Painting, Writing, Lettering etc. Number Plates on culverts including all materials, Labour, T&P etc. required for proper completion of work. |
| 38 | Fillling in foundation trenches (GSB) as per drawing and technical specification Clause 401 A. (Ref. to MORDSr. No.4.I Pg 4-2) |
| 39 | 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 1701 |
| 40 | Providing and laying reinforced cement concrete pipe 450mm. dia NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapet Clause 1106. |
