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| 1 | Earthwork in Hill Road (Hill Side Cutting)Excavation in soil in Hilly Area by mechanical means Without using Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 2 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 3 | Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. |
| 4 | Repairs of damages caused by rain/spillage of water,preparation and surface treatment of formation by removing mud and slurryfilling ruts complete asdirected by Engineer-in-charge andMORD specifications for Rural Roads 2014 For subgrade prepration |
| 5 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3.For making damagedSuper elevation |
| 6 | Construction of embankment with approved materialsdeposited 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. For Shoulder filling. |
| 7 | Coolie walling including supply of all material, labour, T&P , royalty etc. required for proper completion of the work , asdirected by Engineer-in-charge and as per PWD specifications 8.90 |
| 8 | 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 smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel |
| 9 | WBM Grading-2…..By Mechanical Means Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 10 | WBM Grading-3…..By Mechanical MeansProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 11 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. |
| 12 | Medium porosityProviding 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. |
| 13 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor 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. |
| 14 | 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 of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. for GradingII (19 mm nominal size) |
| 15 | Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. - For GradingII (10 mm nominal size) |
| 16 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thickess including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 17 | 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 - Upto 3 m depth - Retaining & Breast Wall, K.C. Type Drain |
| 18 | Base concrete in P.C.C. M-10 (1:3:6) |
| 19 | Base concrete in P.C.C. M-15 (1:2.5:5) |
| 20 | Providing weepholes 100 mm dia |
| 21 | Earth work in excavation of foundation of structures (Soil ,Ordinary Rock and hard rock whitch met at site) as per drawing and technical specification, including setting out, construction of shoring and bracing, removal ofstumps and other deleterious matter, dressing of sides and bottom and backfilling withapproved material Mechanical Means upto 3 m depth. (12-1-1-B-1 ,12-1-2-B & 12-1-4-A) |
| 22 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications in PCC Grade M15 |
| 23 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications in RCC Grade M25 |
| 24 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete |
| 25 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, |
| 26 | Back filling with granular material behind box culvert, |
| 27 | Providing weep holes100 mm dia AC Pipe |
| 28 | Earth work in excavation of stuctures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleteriouus matter, dressing of sides and bottiom and backfilling eith approved matrrial. - up to 3.0 M |
| 29 | Earth work in excavation of stuctures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleteriouus matter, dressing of sides and bottiom and backfilling eith approved matrrial - 3.0 to 6.0 M |
| 30 | Plain M 15 Grade levlingcourse complete as per drawing and Technica specification. |
| 31 | Plain/Reinforced cement concrete in open Foundation complete as per Drawing and Technical Specifications RCCGrade M 30 Using Batiching plant, transit mixer and concrete pum. |
| 32 | Plain/Reinforced cement concrete in sub-structure complrte as per drawing and technical specifications. RCC grade M35 using batching plant, Transit Mixer and concrete pump hight up to 5M. |
| 33 | Supplying,Fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications. |
| 34 | Furnishing and placing Reinforced/prestressed in super-sructurre as per drawing and technical specificatinon for tbeam RCC grade M 30 height above 10m |
| 35 | Supplying, fitting and placing HYSD bar reinforcenent in super-strucyure complete as per drawing and technocal specifications. |
| 36 | Suppling , fitting and fixing in position true to line and POT-PTFE bearing tonne consisting og a metal piston supported by a disc or unreinforced elastomer within a metel cylinder, sealing ring dust seals, PTFE surface sliding against atainless steel mating surface, complete assembly to be cast stee/fabricated structural steel, metal and slastomer slements to be as per IRC:83 part-l&ll respectively and other prats conforming to BS:5400, section 9.1 &9.2 and cluse 2006 of mo RTH specifications complete as per drawing and approved techical apecifications. |
| 37 | Drainage spouts complete as per drawing and technical specification. |
| 38 | Reinforced cement concrete crash barrier metre. Provison of an reinforced cement crash barrier at the edges of the road approaches to brdge structures and medians, constructed eith M-20 grade concrete with HYSD reinforcment conforming to IRC:21 and dowel bars 25 mm dia 450 mm long at expansion joints filled eith per-moulded asphalt filler board, keyed to the enclosure on which it is built and installed as per design given in the enclosure to MOST circular NO RW/NH-3322/1/94--DDlll dated 24 june 1994 as per dimension in the/approved drawing and at locations directed by the engineer, all as specified. |
| 39 | Providing and laying of a strip seal expansion joint catering to maxmimum horizontal movement upto 70mm, complete as per approved drawing and standard specifications to be installed by the manufacturer/supplier or ther authorised representative ensuring cimpliance to the manufacturer\"s instructions for installation. |
| 40 | Providing and laying cement concrete wearing coat M-30 grade inciuding reinforcement complete as per drawing and technical specification. |
| 41 | Reinforced cement concrete [M-30] approach slab including formeork but technical specificationn |
| 42 | Dewatering frim foundation of abutments amd ealls including wages of house operator and including supply of all material lsbour and T&P etc. required for proper completion of the work |
| 43 | PCC 1:3:6 In Foundation Plain cement concrete 1:3:6 nominal mix In foundation with crushed stone aggregete 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration Including curing for 14 days. |
| 44 | Providing and laying of Filter media with granular materials/stone crushedaggregates satisfying the requirements laid down in clause 2504.2.2. ofMoRTH specifications to a thickness of not less than 600 mm with smaller sizetowards the soil and bigger size towards the wall and provided over the entiresurface behínd abutment, wing wall and retum wall to the full height compactedto a firm condition complete as per drawing and Technical Specification. |
| 45 | Plain Reinforcement cement conceret in open foundation complete as per Drawing and Technical specification. PCC Grade M20. |
| 46 | Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS:280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each |
| 47 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for propes completion of the work.as per drawings and technical specifications Clause 802, 803,1202 & 1203 of MORD Specifiction. |
| 48 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.Clauses 802, 804, 805, 806, 807, 1202 and 1204 (For height upto 5 m) - P.C.C. grade M 15 Nominal Mix 1:2.5:5 |
| 49 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M30. Height upto 5m. Using concrete Mixer |
| 50 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision\"2014) and IS 1786:2008 clause no. 1.6) |
| 51 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonryIn cement mortar (1:5) |
| 52 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 53 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) |
| 54 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 8 gauge BWG |
| 55 | Construction of parapet in cement plum concrete with 40% stone & 60% 1:2:4 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work.(As per drawing sanctioned by CE Kumaon zone, PWD) |
| 56 | Providing and fixing of C.C edge stones 12cm *12cm*60cm size precast in M15 cement concrete with 4 nos. 8 mm dia HYSDvertical bars and 3 nos 6mm diaMS barstirrups as per approved drawing including two coat white washingon valley side of formation as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. |
| 57 | P/F self drilling anchor of 32 mm. dia length 8m. & 10m., with attached drill bit of D 51 dia. Length 8m. & 10m.,haxagonal nut ,washer plate including coupler for connecting bars,inserting quick fixing cement resin & full -length grouting including all ancillary,labour etc. complete & as directed by engineer incharge |
| 58 | Shotcrete - 150-200 mm thick non-fiberous shotcrete and 6 mm thick high strength wire mesh. |
| 59 | Reinforced cement concrete M15 grade 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 - 5th Kilometre Stone (Precast) |
| 60 | Reinforced cement concrete M15 grade 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) |
| 61 | Reinforced cement concrete M15 grade 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 - 200 m stone (precast) |
| 62 | 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 - 900 mm equilateral triangle |
| 63 | 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 - 600 mm equilateral triangle |
| 64 | 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 - 600 mm Circular |
| 65 | 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 |
| 66 | Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including all test report and warranties as per IRC 67 and IRC 79. |
| 67 | 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. - By Mechanical Means - Reinforced Cement Concrete |
| 68 | 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. - By Mechanical Means - Cement Concrete |
| 69 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. - Rubble Stone Masonry in Cement Mortar |
| 70 | Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106 |
| 71 | 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. |
