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| 1 | Part A:- Initial Rehabilitation |
| 2 | I-Pipe Crossing |
| 3 | 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.Ordinary soil up to 3 m depth |
| 4 | Type-B (First Class Bedding) |
| 5 | Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii).including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete ) |
| 6 | Providing and laying of Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets clause 1106. (750 mm dia). including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete ) |
| 7 | Providing concrete for Plain / reinforced concrete in open foundation including dewatering complete as per drawings and technical specification clause 802,803, 1202 and 1203.Including loading, unloading,haulages, royality,octorie form work etc complete.P.C.C grade M-10.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete job ) |
| 8 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade (nominal mix). including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job ) |
| 9 | Back filling: Back filling behind abutments ,wing walls and return walls complete as per drawings and techanical specification clause 1204.3.8 I). Granular Material including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job ) |
| 10 | II-Pavement Parts |
| 11 | Clearing Grass and Removal of Rubbish:- 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. (By Manual Means) complete job Finished work to be measured |
| 12 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smoothwheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (Using Naturally Occuring gravels).Including cost and carriage of all materials from approved plant to site with all leads and liftsand octori etc complete job (Finished work to be measured).Damaged Patches only. |
| 13 | Wet Mix Macadam (WMM) :-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. including cost and carriage of all materials from approved source to site of work with all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. (Low Porosity).including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete ) |
| 15 | Bituminious macadam:-Providing and laying 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 rolledto achieve the desired compaction as per Technical Specification Clause 504. Including cost and carriage of all materials from approved plant to site with all leads and liftsand octori etc complete job (Finished work to be measured).including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete ) |
| 16 | Hard Shoulders: Supplying and Laying .spreading and compacting of Granular Material (khakh bajri) in uniform thickness, hand picking,rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. complete job as directed by engineer in charge.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete ) |
| 17 | Construction of unlined surface drain of average cross sectional area 0.4 sqm in soil to specified lines, grades,levels and dimensions Excavated material to be used in embankmentwith a lift upto 3m and lead of 50m (average lead 25 m) .as pertechnical specificaions clause 307. By Mechanical means.( complete job Finished work to be measured) |
| 18 | III-Road Furniture |
| 19 | Providing andfixing retro- refllectorisedcautionary , mandatoryand informatory sign as per IRC :67 made of encapsulatedlense type reflective sheeting wide clause 1701, 2.3 fixed over aluminum sheeting 1.5mm thicksupported on a mild steelangle iron post75 x75 x6mmsteel tube firmly fixedto the groundby properlydesigned foundation with M-15 grade cement concrete 450 x450 x 600mm , 600mm below round level as per drawing and technical clause 801.(Complete Job Finished work to be measured) |
| 20 | Reinforced cement concrete M15grade kilometre stone/local stone 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) .(Complete Job Finished work to be measured) |
| 21 | Providing and fixing of typical PMGSY informatory sign board with Logo as perMORD specifications and drawing. Three MS Plates of 1.6 mm thick, top andmiddle 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 platewill be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts dulyembedded 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 middleplate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stoveenameled on both sides. Lettering and printing arrows, border etc. will be paintedwith ready mixed synthetic enamel paint of superior quality in required shade andcolour. All sections of framed posts and steel tube will be painted with primer andtwo coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1.(Complete Job Finished work to be measured) |
| 22 | Providing & fixing PMGSY citizen Information Boards as per drawings and technical specifications .(Complete Job Finished work to be measured) |
| 23 | Part B:- Renewal Coat |
| 24 | 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 (By Mechanical Means) |
| 25 | 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.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete ) |
| 26 | Mix Seal Surfacing:-Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete ) |
| 27 | Seal Coat: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingType Cas per Technical Specification Clause 510 Specifications 1995 (By Mechanical means )Including cost and carriage of all materials from approved plant to site with all leads and liftsand octori etc complete job (Finished work to be measured). |
| 28 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications |
| 29 | Rates (in Rs.) Applicable for routine maintenance before renewal will be as under * |
| 30 | 1st year |
| 31 | 2nd Year |
| 32 | 3rd Year |
| 33 | 4th Year |
| 34 | 5th Year |
| 35 | Rates (in Rs.) Applicable for routine maintenance After renewal will be as under * |
| 36 | 1st year |
| 37 | 2nd Year |
| 38 | 3rd Year |
| 39 | 4th Year |
| 40 | 5th Year |
| 41 | Total Routine Maintenance Rate Applicable |
