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| 1 | Providing and fixing in position moulded cement concrete block as per BIS specifications (Kerb) of approved brandof size300mmx450mmx100mmin proper level and grade on footpath edge etc. as directed by the department. . |
| 2 | Providing polished tiles of approved quality, size, shape of specified thickness on pavers over a base of 100mmcompacted sand gravelincluding cutting where necessary finished with flush pointing with Fix-A-Tile (Choksey / Sika / Pedelite / Rouf) /white cement slurry mixed with approved pigment to match shade of tiles complete at all levels as specified and directed.(Coloured pigment should be in conformity with colour of tiles and as approved and directed by the Department). |
| 3 | Supplying, fitting and fixingornametal grill on Footpath edge etc. as per Drawing, Design & Technical Speecification as directed by the Deptt. |
| 4 | Supplying, fitting and fixingornametal grill on MEDIANedge etc. as per Drawing, Design & Technical Speecification as directed by the Deptt. |
| 5 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.C) Reinforced Cement Concrete |
| 6 | Providing and fixing in position ofheavy duty (25 ton capacity) solid FRP plate for use as manhole cover on RCC drain cum footpath, cross drainage work etc. having thickness 75 mm of size 1.50 m X 0.60m with locking arrangement and handle etc. including replacement warrentyperiod of 10(ten) years. Rate to be inclusive of taxes and levies admisable. Material to be delivered to the site inckuding carraige materials consists resin, glass fiver CHP gelcot color pigment etc to be supplied in conformity with necessary test bcertificate is tensile strength flexctual strength barcal hardness raw material test UV protection load test from NABL accredited labortaries of India as per size and shape as directed by thye department and as per IS:1726-1991 & EN-124 and tested by NABL or MSME laboratories |
| 7 | Construction of RCC Mediam by providing of size 1050mm x 750mmin proper level and grade etc. as directed and approved by the Deptt.( Detailed shown in Analysis _P) |
| 8 | Excavation in Soil with Dozer with lead upto 100 mExcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines grades and cross-sections. |
| 9 | Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 |
| 10 | 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 |
| 11 | Inverted Choke (Construction of inverted choke by providing, laying, spreading and compacting screening B type/ coarse sand of specified grade in uniform layer on a prepared surface with motor grader and compacting with power roller etc) |
| 12 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. ii ) For Grading II Material |
| 13 | Wet Mix Macadam: Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel 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. |
| 14 | Prime Coat : 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 15 | Tack Coat : Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 16 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)With 60/70 or VG-30 grade bitumenfor Grading II (19 mm nominal size) |
| 17 | Bituminous Concrete: 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 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)With 60/70 or VG-30 grade bitumenfor Grading II (13 mm nominal size |
| 18 | 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 IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications) |
| 19 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance |
| 20 | Traffic SignsRetro-reflectorised Traffic Signs\"Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (i) 900mm equilateral traingle |
| 21 | Traffic SignsRetro-reflectorised Traffic Signs\"Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii) 600 mm equilateral traingle |
| 22 | Traffic SignsRetro-reflectorised Traffic Signs\"Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii) 600 mm circular |
| 23 | Painting Two Coats on New Concrete SurfacesPainting 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 |
| 24 | Providing temporary bamboo barricadesfor Protection purpose with bamboo post of height 2.00m above the footpath at an interval of 1.5mm C/C fixing of bottom support having 2.00m length at an interval of 1.5m C/C tied with jati bamboo horizontally in 3 rows at an interval of 0.90m C/C with carriage of materials from the work site as and directed by the deptt.(after completion of work the contractor is allowed to collect and clearing the unserviceable bamboo from the site.) |
| 25 | Cleaning and de-silting of road sidedrains / cross drains etc. by mechanical means with adequate road safety measures by providing caution boards / safety ribbons /proper barricading where necessary / proper lighting if necessary etc. without damaging the foot paths / slabs / road surfaces etc including immediate disposal of the semi liquid / silt / garbage/Floating materials/ Polythin etc. taken out from the drains/ culverts etc. upto a lead of 20.00 KMfrom the site within 24 hours as directedkeeping the road surface / footpath etc. clean and as directed by the department . De-siltation work will have to be carried out as and when necessary as directed by the Engineer-in-Charge.(Measurement shall be taken on inside of the drain wall ) |
| 26 | Providingand laying colouredInterlocking Concrete Block Pavement (ICBP) (Consisting 15mm thick colour pigment) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed.80mm thick coloured interlocking precast blocks having compressive strength of 40N/sq.mm. |
| 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. |
| 28 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 29 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 30 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 31 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 with crush stone RCC Grade M20 For Height upto 5 m |
| 32 | Supplying fitting and fixing Iron manhole including cutting proper size and shapes,welding etc. as directed by the department and technical specification |
| 33 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. |
| 34 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8ii)Sandy material |
| 35 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204I) In 1:3 cement mortar |
| 36 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 37 | Granite stone of approved shade complete as directed by the Department. |
| 38 | Illumination complete as directed by the Department. |
