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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 earth with all lift and leads 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 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 | Earthwork in excavation for structures in all kinds of soil,Soft rock and Hard rock as per drawing and technical specification Clauses 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50m without damaging public/private properties, dressing of sides & bottom and backfilling in trenches with excavated suitable material. |
| 4 | Providing & Laying plain cement concrete of M-10 Grade in open foundations complete as per drawings and technical specification Clause 802,803,1202 & 1203, including all leads,lifts and carriage of materials by mechincial transports etc complete. |
| 5 | Plain/reinforced cement concrete M-15 Grade in foundation complete as per drawings & technical specification clauses 802,804,805,806,807,1202 ans 1204 For Height upto5m.including all leads,lifts and carriage of materials by mechincial transports etc complete. |
| 6 | Plain/reinforced cement concrete M-20 Grade in substructure complete as per drawings & technical specification clauses 802,804,805,806,807,1202 ans 1204 For Height upto5m.including all leads,lifts and carriage of materials by mechincial transports etc complete. |
| 7 | Providing and laying reinforced cement concrete M-25 Grade in suberstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5. including all leads,lifts and carriage of materials by mechincial transports etc complete. |
| 8 | Polygonal/RANDOM RUBBLE masonry, UNCOURSED/ brought to courses in 1 cement: 6 fine sand mortar, with nalla stone in substructure, including leveling up at specified levels with M-5 concrete; including cost of Through/Bond stones.including all leads,lifts and carriage of materials by mechincial transports etc complete. |
| 9 | Polygonal/RANDOM RUBBLE masonry, UNCOURSED/ brought- to- course, laid dry with Nallah stone , in sub structure; including cost of bond stones, including all leads,lifts and carriage of materials by mechincial transports etc complete. |
| 10 | Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification clause 1204.3.8 including all leads, lifts and carriage of materials by mechanical transport etc complete |
| 11 | Providing and laying 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 MT handling, re-handling and including cost of wire crates complete. |
| 12 | providing and laying reinforce cement concrete pipe NP3 (1000mm) dia. as per design in single Row for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1.2 but excluding excavation, protection works, backfilling, concrete and masanry works in head walls and parapets clause 1106. including all leads,lifts and carriage of materials by mechincial transports etc complete. |
| 13 | Supplying, fitting and placing HYSD Bar reinforcement (Fe415) in substructure complete as per drawings and technical specfication clauses 1002, 1005, 1010 & 1202.including all leads,lifts and carriage of materials by mechincial transports etc complete. |
| 14 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. |
| 15 | Construction of Granular Sub Base (Grade-II) by providing well graded material spreading in uniform layers with moter grader on prepared surface by mix in place method with rotavator at OMC and compacting with smooth wheel ruler to achieve desired density complete as per technical specification Clause 401. Including all leads,lifts and carriage of materials by mechincial transports etc complete. |
| 16 | WBM Grade-III Providing and laying, spreading compacting stone aggregates of specified size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber applying and brooming stone screening binding material to fill up the interstices of course aggregates watering and compacting to required density grading II as per technical specification clause 405. Including all leads,lifts and carriage of materials by mechincial transports etc complete. |
| 17 | Providing and laying 50 mm thick bituminous macadam with hot mix plant using crushed aggregates of grading 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 rolled to achieve the desired compaction as per Technical Specification Clause 504. Including all leads,lifts and carriage of materials by mechincial transports etc complete. |
| 18 | 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 – 1.0kg/sqm. Using mechanical means as per technical specifications clause 502 (low porosity Including all leads,lifts and carriage of materials by mechincial transports etc complete. |
| 19 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributed at the rate of 0.20-0.30 Kg/sqm on the prepared/primer coat as per technical specification clause 503. Including all leads,lifts and carriage of materials by mechincial transports etc complete. |
| 20 | Providing, Laying & Rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm agg. either using penetration grade bitumen VG-10 with shredded waste plastics to required grade and level to serve as wearing course on a previously prepared base, incl. mixing in a suitable plant, laying & rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type B, as per technical specification clause 508. The shredded waste plastice 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 consiquenity the quantity of Bitumen shall be reduce 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, lead and lifts etc. complete. |
| 21 | Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and Cress fall type b as per technical specification clause 510. Including all leads,lifts and carriage of materials by mechincial transports etc complete. |
| 22 | Construction of shoulders with approved material deposited at site from road way cutting and excavation from drain anmd foundation of otherv structures graded and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause 301.5 |
| 23 | Reinforcement cement concrete M-15 grade Kilometer stone of standard design as per IRC: 8 fixing in position including painting and printing,etc. as per drawing and technical specification clause 1703. Including all leads,lifts and carriage of materials by mechincial transports etc complete. |
| 24 | 5th Kilometer Stone (Precast) |
| 25 | Ordinary Kilometer Stone (Precast) |
| 26 | 200mm Stone (precast) |
| 27 | 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. |
| 28 | Reinforcement cement concrete M-15 grade Boundary pillars of standard design as per IRC: 8 fixing in position including painting and printing,etc. as per drawing and technical specification clause 1704. |
| 29 | Painting two coats including primer coat after filling the surface with synthetic enamal paint in all shades on new plaster surface as per drawing and technical specifications clause 1701 .(for boundary pillars) |
| 30 | 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 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, 600mm below ground level as per drawing and Technical specification clause 801. Including all leads,lifts and carriage of materials by mechincial transports etc complete. I. Speed LimitII. Right/Left hand CurveIII. School |
| 31 | Providing and fixing of typical PMGSY informatory sign 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 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. Including all leads,lifts and carriage of materials by mechincial transports etc complete. |
| 32 | 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 galvanised 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, 330 mm long complete as per clause 800.10 compelte as per specifications A. Type-A, 'W' MORTH specification No. 810. Including all leads,lifts and carriage of materials by mechincial transports etc complete. Please Enable Macros to View BoQ information |
