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| 1 | 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 mtr and 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. |
| 2 | Construction of embankment with approved material depositedat site fromroadway cutting and excavation from 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 | Cutting of trees including cutting of Trunks,Branches and Removal of Stumps cutting of trees, including cutting of trunks, branches and removal of stumps and roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts and leads as per Technical Specification Clause 201. |
| 4 | A) Girth above 300mm to 600m |
| 5 | B) Girth above 600mm to 900mm |
| 6 | C) Girth above 900mm to 1800mm |
| 7 | Removal of unsuitable soil including excavation, loading and safe disposal as directed at site but excluding compactionground 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 |
| 8 | Excavation for Structures:-Earthwork in excavation for structures in all kinds of soil, soft rock & hard rock as per drawings and Technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleteriousmaterial and disposing ofsurplus, un-serviceable Excavated earthas directed at site for safe disposal of same without damaging private/public property, dressing of sides and bottom and backfilling in trenches with excavated suitable material including de watering if required. |
| 9 | Providing and laying of plain cement concrete of Grade M-10in open foundations complete as per drawings and Technical specifications. Clause 802, 803, 1202 & 1203.including all leads, lifts and carriages of materials by MT complete. |
| 10 | Providing and laying of plain cement concrete of Grade M-15in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. Including cost of curing, form work, all leads and lifts and carriages of materials by MT complete. |
| 11 | Providing and laying of plaincement concrete of Grade M-15 in foundation complete as per drawings & Technical specification Clauses 802, 803, 1202 and 1203. Including cost of curing ,form work , all leads , lifts and carriages of materials by MT complete. |
| 12 | Providing and laying of plainCement concrete of Grade M-20in Sub-Structure complete as per drawings & Technical specification Clauses 802, 804, 805,806, 807, 1202 & 1204. Including cost of curing , form work , all leads and lifts and carriages of materials by MT complete. |
| 13 | Polygonal/Random Rubble Masonry laiddry un coursed brought to course in sub structure including cost of bond/through stones, also including all leads, lifts, carriages,of materials by MT handling and re-handling complete |
| 14 | Polygonal/Random Rubble Masonryun coursed brought to course in cement mortar 1:6 (I cement :6 fine sand) in sub- structure including leveling up as specified level with M-5including cost of through/bond stones ,including all leads, lifts, carriages of materials by MT handling, and re-handling complete |
| 15 | 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 of1 in 20 towards drawing face complete as per drawing and tech.specification clause1294.3.7 |
| 16 | Back filling behind abutment , wing wall and return wall as per drawings and technical specification clause 1204.3.8including all leads, lifts, carriages of materials by MT handling and re-handling complete .( With Available Stone) |
| 17 | Filling available excavated earth in trenches as per drawings & Technical specification Clause 305.3.9 including all leads, lifts, carriages,of materials by MT Complete. |
| 18 | Providing andlaying of boulder apron laid in wire crates with 4 mm dia G.I wire conforming to IS:280 and IS:4826 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps and joints weighing not less than 25 Kg each as per drawings & Technical specification Clause 1301 including all leads, lifts, carriages of materials by MThandling, re-handlingand including cost of wire crates complete. |
| 19 | Providing and laying reinforced cementconcrete NP3 pipesconforming to IS 458:2003 for culverts material in single row includingfixing collar with cementmotar 1:2 (1 cement : 2 sand) excluding excavation, protection works, back filling cement concrete and masonry work in head walls parapets clause 1106 but including all leads, lifts, carriages, handling, re-handling complete. |
| 20 | (i) 1200 mm dia |
| 21 | (ii) 750mm dia |
| 22 | Providing and laying of reinforced cement concrete of Grade M-25insuper structure as per drawings & Technical specification Clauses 800, 1205.4 and 1205.5, excluding reinforcementbut including curing , cost of form work , all leads and lifts and carriages of materials by MT complete. |
| 23 | Supplying , fitting and placing of HYSD bar reinforcement (Fe415)for RCC work in Super Structure including bending, binding complete as per drawings & Technical specification Clauses 1002, 1010and 1202 . Including cost of binding wire, all leads , lifts, handling & re-handling and carriage by mechanical transport complete. |
| 24 | Scarfying the existing bituminous road surface to a depth of 150mm and safe disposal of Scarified material with all liftand leads without damaging public/private property as per Technical Specification Clause 301.4. |
| 25 | 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 by Mechnical Transport, loading and Un-loading complete for Grading II Material. |
| 26 | 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 3 as per Technical Specification Clause 405. including all leads lifts and carriages of material by mechanical transport complete. |
| 27 | Providing, laying, spreading & compacting graded stone aggregate to wet mix macadam specification including Premixing the material with water at OMC in mechincial mixer (Pug Mill) , carriage of mix 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 80-100 KN weight to achieve the desireddenisty including lighting , bearricading and maintenance of diversion , extra as per Table 400.11 and 400.12 andTechnical Specification Clause 406. including all leads lifts and carriages of material by mechanical transport complete. (Two Layers) |
| 28 | Paver BlockManufacturing, laying of cement concrete blocks of size 0.28m x 0.140 m x 0.080 m of Cement Concrete (C.C.) M40 garde and spreading 30 mm thick sand under neath and filling joints with sand on existing W.B.M. base as per Technical Specification Clause 1503. Add for Concrete M-15, M-10(restraining block+drain) including all leads lifts and carriages of material by mechanical transport complete. |
| 29 | 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 all leads, liftsby MT, carriages of materials , loading and unloading complete by Mechanical transport. (Low Porosity) |
| 30 | Providing and applying Tack Coat with Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 Kg per Sqm on the prepared granular surfaces treated with primer andcleaned with Hydraulic broom as per technical specification clause 503 including all leads, lifts, carriages of material by MT, loading and unloading complete by mechanical transport complete. |
| 31 | 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, transported 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. |
| 32 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen VG-10 with shredded waste plastics to required line, grade and level to serve as Wearing Course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity, finshed to required level and grades to be followed by seal coat of either Type Bas per Technical Specification Clause 508 The shredded waste plastic of low density polythene confirming to Size passing 2.36 sieve and retained on 600 Micron Sieve and the quantity of the shredded plastic shall be 6 to 8% by weight of Binder Bitumen consiquently the quantity of Bitumen shall be reduced as per IRC SP98-2013 dust and other impurities shall not be 1% at 600 Degree Celcious and also Black coloured plastic should be used (Furnished item) including all carriages by Mechanical Transport, leads and lifts etc. complete. |
| 33 | 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. By Mechanical Means :Bitumen (S-90) |
| 34 | 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 requirements ofTable 300.2 as per technical specification clause 303.1 including all lead, lifts, carriages of materials by MTloading and unloading complete. |
| 35 | Providing and fixing of Typical PMGSY Citizen Informatory Sign Boards With “Logo”, \"Maintenance Board\" as per MORD specifications and drawing. Three M.S plates of 1.6 mm thick, top and middle plates duly welded with M.S flat iron 25mm x 5mm 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 02 Nos. 75mm x 75mm 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 color. 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. |
| 36 | Providing and fixing of reinforced cement concrete M-15 Grade Kilometer stone/local stone of standard design as per IRC:8 fixing inposition including painting and printing, etc as per drawing and technical specification clause 1703. |
| 37 | 5th kilometer stone (precast) |
| 38 | i) Ordinary Km Stone (Precast) |
| 39 | ii) 200m Stone (Precast) |
| 40 | Providing and fixing of typical PMGSY Direction / Logo sign board with logo as per MORD specifications and drawing. one MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25 mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm, 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 arrow, 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 |
| 41 | Providing and fixing of typical PMGSY informatory board with logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25 mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm, 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 arrow, 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 |
| 42 | 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. (60cm equilateral triangle). |
| 43 | Speed Limit |
| 44 | Right/ Left Hand Curve |
| 45 | School |
| 46 | Falling Rocks |
| 47 | 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 |
| 48 | 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. |
| 49 | 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. |
| 50 | Providing and fixing of solar road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. |
| 51 | Providing 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. |
| 52 | Providing and fixing of raeinforced cement concrete M-15 grade km stone/local stone of standard design as per IRC8 fixing in position including paintaing and printing etc asper drawing and technical specification clause 1703 200 mtr. stone (pre cost). |
