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| 1 | (A)Initial Rehabilitation |
| 2 | Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 (15.12 iii) |
| 3 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. (15.5 )Sr. No. 4.7 (2) (B) MORD 405 (Ch.15.5 ) |
| 4 | Brick edging on both side of road with first class brick 8 cm. (3\") wide 12 cm. (4.50\") deep laid with mud mortor including all materials, labour, T & P etc. complete. As per PWD SOR SI. No. 765 On Edges |
| 5 | Construction ofPanel 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, 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, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,Curing compound(where specified) and water finishing to lines and grade as per drawing and technical specificationClause 1501. PCC grade M30 each Panel(0.50x0.50 m.) thickness125 mm |
| 6 | Dismantling of existing damage 80mm thick interlocking Tiles including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (2.6 D) |
| 7 | Relayingof concere block pavement having thikness 80 mm I Shaped machinacaly compaced Interlocking CC pavers blocks manufactured by high pressure & controlled vibration machine having plan diamention 200x(160+120)mm with minimum 8mm thick toping of O.P. cement mixe with 25% marble powder. The compresive strength of Concrete paver blocks shall not be less than 30 MPa &5.0 Kg per No. including cost of all material labour T&P etc. required for proper completion of work as per drawing and Technical specification clause 1504 (As per PWD SOR of Aligarh on20-05-2022) |
| 8 | P/L of concere block pavement having thikness 80 mm I Shaped machinacaly compaced Interlocking CC pavers blocks manufactured by high pressure & controlled vibration machine having plan diamention 200x(160+120)mm with minimum 8mm thick toping of O.P. cement mixe with 25% marble powder. The compresive strength of Concrete paver blocks shall not be less than 30 MPa &5.0 Kg per No. including cost of all material labour T&P etc. required for proper completion of work as per drawing and Technical specification clause 1504 (As per PWD SOR of Aligarh on 20-05-2022,) |
| 9 | 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 suitablematerial. |
| 10 | Providing concrete for plain concrete in open foundations complete in 1:3:6 as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Ch.11.4 (I-ii) |
| 11 | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (Ch.11.50) |
| 12 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 (Ch.12.3 ) |
| 13 | Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work. |
| 14 | R.C.C grade M 15 Nominal mix (1:2,5.5)Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 15 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 Steel 1% of RCC |
| 16 | GSB Grade -1 Construction of granular sub-base by providing well graded material,spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with tractor mount rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401 |
| 17 | WBM Grading 2 (By Mechanical Means) - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 |
| 18 | WBM Grading 3 (By Mechanical Means) -Providing, laying, spreading and compacting stone aggregatesof specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber,applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 19 | 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. |
| 20 | Providing and laying bituminous concrete with higher capacity batch type hot mix plantusing crushed aggregates of specified grading, premixed with bituminous binder @ 5.40per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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 clause No. 507 complete in all respects |
| 21 | Thermoplastic compound 2.5mm thick Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectrorising glass beeds @ 250gms per sqm. Area, thiclness of 2.5mm is exclusive of surface applied glass beedsof 50x50 cm each as per IRC:35. The finish surface to be lavel, uniform and free from streaks and holes. composition of thermoplastic meterial shall be as per table 800-3 of clause 803 of MORTH including cost of all meterial, labour, T&P etc. require for proper completion of work as direction by engineer-in-charge. |
| 22 | Providing & Fixing Kilo Metre Stone withR.C.C. M15grade of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.Ordinary Kilometer Stone (Precast) |
| 23 | Providing & Fixing Hecto Metre(200 M)Stone withR.C.C. M15grade of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.200mStone (Precast) |
| 24 | Providing and fixing of Reto-reflectorised Cautionary,mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting wide clause 801.3,fixed cover aluminium sheeting,2 mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation M150 grade Cement concrete 45cmX45cmX60cm , 60 cm below ground level as per approved drawing including cost of all meterial, labour, T&P etc.(As per PWD SOR Ch.27 Sl.No.11) |
| 25 | (i) 50x60cm rectangular for Cautionary Board |
| 26 | (ii) 60x45cm rectangular for Village Board |
| 27 | (iii) 60cmequilateral trangular for Turn Board |
| 28 | (vi) Stop Sign - Same as above Caution Board /Traffic Sign but of 90 cm height Octagonal |
| 29 | Hazard markers - Supplying and installation of Hazard markers, 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. |
| 30 | TYPICAL PMGSY LOGO AND INFORMATORY SIGN BOARD 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 |
| 31 | LOGO BOARD AT STARTIG POINT & LOGO BOARD AT INTERMEDIATE DISTANCE- 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 |
| 32 | Citizen Information Board - 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 |
| 33 | MaintenanceBoard - 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 |
| 34 | White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915(Ch.15.113) |
| 35 | Maintenance of 200 metre km stone and km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and5th km stone as per drawing and technical specification Clause 1912 (Ch.15.11 ) |
| 36 | Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910 (Ch.15.09 ) |
| 37 | (B) Renewal Work |
| 38 | 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. |
| 39 | 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 Technical Specification Clause 301.5 (Carted Earth) |
| 40 | Providing and applying Prime Coat (Low porosity) 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 Sr. No. 5.1 MORD 502 (Qty.Same As WBM-3) (Ch.5.1( i )) |
| 41 | Providing and applying Tack Coatwith Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.Sr. No. 5.2 (ii) MORD 503 (Ch.5.2( ii )) |
| 42 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,with Waste Plastic New Technologi, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects |
| 43 | Road Safety -Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectrorising glass beeds @ 250gms per sqm. Area, thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35. The finish surface to be lavel, uniform and free from streaks and holes. composition of thermoplastic meterial shall be as per table 800-3 of clause 803 of MORTH including cost of all meterial, labour, T&P etc. require for proper completion of work as direction by engineer-in-charge. (Rate as per PWD Mainpuri SOR of 01-03-2020. Ch.20,S.No.24) |
| 44 | Cat Eye - Supply & Fixing of pavement Makers (Cat Eye) Type X-ASTMD-4956-04 Avery Dennison/3-M (USA Make) consisting of ASA plastic housing fitted with tightly adherent plotting compound. The housing shall contain prismatic two glass coverd prismatic reflective face to reflect light I/C all taxes.Rate As per PWD SOR Ch.27 Item No.5 |
