|
| 1 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 2 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 3 | Earth Work in Hilly Roads:Excavation in all kinds of soil, Soft Rock & Hard Rock by mechanical means including cutting and trimming of side slopes & disposing of Excavated earthwith a lift of 1.50 mtrand lead as directed for safe disposal of un-serviceable/surplus excavated material without damaging private/public property as per Technical specification clause 1603.1. and 1603.2. |
| 4 | Construction of Granular Sub-Base by providingWell Graded Material,(Table 400.1) spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel 80-100 KN static roller capacity to achieve the desired density, complete as per technical specification clause 401 including all leads , lifts, carriages of materials, loading and Un-loading complete for Grading I Material including all leads lifts and carriages of material by mechanical transport complete. |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (WBM) 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 III as Per Technical Specification Clause 405. including all leads lifts and carriages of material by mechanical transport complete. |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (WBM) 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 II as Per Technical Specification Clause 405. including all leads lifts and carriages of material by mechanical transport complete. |
| 7 | Providing & laying 50 mm thick bituminous macadam wearing coat with hot mix plant using crushed aggregates of Grading as per Table 500.4 premixed with bituminous binder, transporter to sitelaid over a previously prepared surface with pavers finisher to the required Grade, Level and Alignment and rolled to achieve the desired compactionas per Technical Specifications Clause 504 including all leads, lifts, carriages of materials by MT loadingand un-loading complete. |
| 8 | 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 0.70-1.0 Kg/Sqm using mechanical means as per technical specification clause 502 including leads, lifts, carriages of materials , loading and unloading complete by Mechanical transport. (Low Porosity) |
| 9 | 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.including leads, lifts, carriages of materials , loading and unloading complete by Mechanical transport. (Low Porosity) |
| 10 | Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregrates using (VG10) with shredded waste plastic to required line.grade and level to serve as wearing course on previously prepared base, including mixing in a suitable hot mix plant, transportation to site of work, laying and rolling with a three wheel80-100KN static roller capacity , finished to requiredlevel and grades to be followed by Seal Coat of Type-B as per technical specification clause 508. the shredded waste plastic of low density polythylene confirming to size passing 2.36 mm sieve and retained on 600 micron sieve and the quantity of shredded plastic shall be 6-8% by weight of binder bitumen. Consequently the quantity of bitumen shall be reduced correspondingly as per IRC:SP:98-2013. Dust and other impurities shall not be more than 1% at 600-C and also black coloured plastic should not be used (Finished itemincluding allcarriage, handling and re-handling of materials complete) |
| 11 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per technical specification clause 510 including all lead, lifts, carriages of materials by MT loading and unloading complete. (VG) |
| 12 | Earthen shoulder Construction of Earthen shoulder with approved material deposited at site from roadway cutting & excavation from drainand foundation of structure graded and compected to meat requirement of table 300.1 and 300.2 as per technical specification clause 301.5. |
| 13 | Earthwork in excavation for structures as per drawing and technical specification Clause 305. ( 70% hard soil, 20% soft rock & 10% Hard Rock |
| 14 | Providing and laying of plain cement concrete in open foundation complete as per drawings and technical specification clause 802,803,1202,1203 including form work with cement concrete M-10 grade with 40mm size stone aggregate including all leads lift and carriages completed. |
| 15 | Providing and laying of cement concrete M-15grade mix with 20mm – 10mm size crushed stones aggregate as per drawings and technicalspecification clause 802,803,805,806,807,808, 811, 815, 817, 1202, 1204 including curing and form work with steel shuttering including all leads and lifts and carriages completed. |
| 16 | Providing and laying of cement concrete M-20grade mix with 20mm – 10mm size crushed stones aggregate as per drawings and technicalspecification clause 802,803,805,806,807,808, 811, 815, 817, 1202, 1204 including curing and form work with steel shuttering including all leads and lifts and carriages completed. (In coping & Floorings) |
| 17 | Providing and laying of cement concrete M-25grade mix with 20mm – 10mm size crushed stones aggregate as per drawings and technicalspecification clause 802,803,805,806,807,808, 811, 815, 817, 1202, 1204 including curing and form work with steel shuttering including all leads and lifts and carriages completed. |
| 18 | REINFORCEMENT STEEL: Supplying, fitting and placing of TMT bar reinforcement for RCC work in superstructure as per drawing & technical specifications clauses 1002, 1010 and 1202. including all carriages by mechnical transport, handling and rehandling etc complete. |
| 19 | Providing and laying of boulder apron laid in wire crate excavation 4mm dia G.I wire conforming to I.S 280 and I.S 4826 in 100mm x 100mm mesh woven diagonally including 10% for laps and joints laid with stone boulders weighting not less them 25 Kgs. Each as per drawing And technical specification clause 1301 including all leads and lift handling and re handling carriage complete. |
| 20 | STONE MASONRY IN CM :Polygonal/ Random Rubble masonary, uncoursed/ brought in course in 1:6 CM (1 cement: 6 fine sand mortar), with nallha stone in foundation and plinth including levelling up at specified levels with M-5 nominal mix (mix Size of stone agg. 20mm nominal) concrete including cost of through/ bond stones of M-15 size (450mm x 150mmx150mm) @ 7 Nos/Cum of stone masonry or 2.0Nos./Sqm of stone masonry. including all carriages by mechnical transport, leads and lifts etc complete |
| 21 | DRY STONE MASONRY: Polygonal/ Random Rubble masonary, nallah stone, laid dry in foundation and plinth including cost of Bond stones of M-15 size (450mm x 150mm x 150mm) @ 7Nos/Cum OR 2.0Nos./Sqm of stone masonry. with availabble stone from road way cutting. |
| 22 | Providing weep hole in stone masonary plain/ reinforcement Cement concrete abutments wingwalls, returnwall with 100mm dia. AC pipes exceeding enough in width of structures with slope of 1 in 20 towards drawing face complete as per drawing and tech.specification clauses 614,709,1204.3.7 |
| 23 | Filling in foundation trenches as per drawing and technical specification clause 305.3.9 earth filling |
| 24 | Back filling behind R/wall, Abutments, Wings wall, Return wall as per drawings and technical specification clause 1204, 3.8. Including all leads, lifts and carriages by mechanical transport complete. |
| 25 | Providing and laying of reinforcement cement concrete NP3 pipes conforming to IS 458, 2003 for culverts on first class bedding of granular material in single row including fine collars with cement mortar 1:2 (1 cement: 2fine sand excluding excretion protection work back filling cement concrete and masonry work backing head walls and parapets clause 1103, 1104, 1105, 1107 and 1108 and including all leads and lifts carriages handling and re handling including cost of RCC pipe complete. |
| 26 | 1000mm dia |
| 27 | RCC M-15 grade kilometer stone/ local stone of standard design as per IRC-25, fixed in position including finishing & lettering but excluding painting as per drawing & technical specification clause 1704. Including all leads, lifts and carriages by mechnaical transport complete. |
| 28 | KILOMETER STONE |
| 29 | Ordinary Kilometer Stone (Precost) |
| 30 | 200m Stone (Precost) |
| 31 | Reinforced cement concrete M -15 grade boundary pillars of standard design as per IRC: 25 fixing in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704. |
| 32 | Providing and fixing of typical PMGSY informatory sign board with Logo Maintenance board as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 33 | Painting two coats including primercoat after filling the surface with synthetic enamel paint in all shades on new plastered surfaces as per drawing and technical specification clause 1701 (for boundary pillers). |
| 34 | Providing and applying 2.5mm thick road marking strips(Retro-reflective) of specified shade/colour using hot thrmoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experinced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, greace and foreign material etc complete as per direction of engineer- incharge and accordance with applicable specifications. |
| 35 | Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly to the ground by means of property designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm below grond level as per drawing and Technical specification clause 801. |
| 36 | Speed limit |
| 37 | Right / Lift hand curve |
| 38 | School |
| 39 | Falling rocks |
| 40 | Providingand fixing post delineators made of ABS round body fitted with 2nos. 100mm dia high reflective and reflectors and mounted on M.S. pipe of 65mm diaduly powder coated with anti-rust and anti-theft steel to be installed as per direction of Engineer-in-charge. |
| 41 | Crash BarrierProviding and erecting a \"W\" metal beam crash Barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5mm spaced 2m centre to centre 1.8m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long complete as per clauses 800.10 complete as per specifications A. Type-A, \"W\" MORTH specification No. 810. |
