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| 1 | Clearing grass and removal of rubbish up to a distance of 50 mtr outside the periphery of the area and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per specification and as per the direction of Engineer in charge. |
| 2 | Dismantaling of of Brick stone masonary in cement mortar above 3 mtr height for existing structures including TandP and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviciable materials and stacking the serviciable materials with all lifts and lead of 1000 m as per specification and as per the direction of Engineer in charge. |
| 3 | Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including TandP, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Upto 600mm dia |
| 4 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300 2 for embankment construction construction and Clause 305 of MoSRTandH Specifications for Road and Bridge works |
| 5 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by manual means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300 2 and clause 305 of MoSRTandH Specifications for Road and Bridge works 4th Revision and as per the direction of engineer in charge. |
| 6 | 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 as per MORD technical Specification Clause 301 and direction of the Engineer in Charge excluding cost of excavation and transportation to site . |
| 7 | Construction of granular sub base by providing close graded granular sub base Grading III material as per table 401 1, spreading in uniform layer with moter grader on prepared surface, mixing by mix in place method with rotavator at OMC ,and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MoSRTandH Specification for Road and Bridge works 4 th Revision |
| 8 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRTandH Specifications for Road and Bridge works 4th Revision . |
| 9 | Construction of Un reinforced,plain cement concrete pavement M 30 grade over a prepared sub base with 43 grade using brande cement at the rate 350 kg per cum,coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, spread, compacted finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, finishing to lines and grages as per drawing and as per Clause 602 of MoSRTandH specifications for Road and Bridge Works and as per as per specification and direction of the Engineer in Charge. |
| 10 | Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg sqm using mechanical means as per Technical Specification Clause 502 of MOSRTandH including cost, conveyance, royalty, taxes of chips and bitumen and other required materials etc. complete and as per direction of Engineer In Charge. |
| 11 | Providing and laying tack coat with penetration grade of bitumen emulsion RS of 0.20 Kg per Sqm after scraping cleaning the road surface including cost, conveyance royalty of all materials, TandP labour, hire charges of machinaries etc. complete as per Technical Specification Clause 503 of MOSRTandH and as per direction of the Engineer in charge. |
| 12 | 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 at the rate 4.5 to 5 per cent 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 spefn. clause No. 508 complete. |
| 13 | Fine dressing and turfing to the slopes of the road embankment with compact dub gross transported by mechanical means as per the direction of the E.I.C. |
| 14 | Providing and laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 15 | Earth work in excavation of foundation and plinth in hard soil including levelling the bed etc complete as per the direction of Engineer in charge. |
| 16 | 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 within all lifts and lead upto 1000m |
| 17 | Providing and filling manually with selected sand in layers not exceeding 200mm thick including watering and compacting with all leads and lifts etc. For finished item of work as per Specification. |
| 18 | Unit cost of NP3 hume pipes including cost of labour for laying hume pipes 900 mm dia. and as per the direction of Engineer in charge. HPC 600 mm Dia |
| 19 | Unit cost of NP3 hume pipes including cost of labour for laying hume pipes 900 mm dia. and as per the direction of Engineer in charge. HPC 1000 mm Dia |
| 20 | Cement concrete of M 150 having maximum compressive strength of 150 kg. cm2 test to be conducted on 150 mm. cubes tested at 28 days including curing tests conducted in accordance with IS 456 and IS 516 and conforming to clause 302 of IRC 21 1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory obtained from approved quarry the proportion mix, grading conforming to relevant ISI IRC codes pre approved including arranging of reinforcement as per approved drawing including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering and curing for 28 days centering shuttering and finishing the exposed surface smooth providing grooves and beads where necessary including cost, conveyance royality and taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering and shuttering as per specification and direction of Engineer in Charge. Foundation |
| 21 | Cement concrete of M 150 having maximum compressive strength of 150 kg. cm2 test to be conducted on 150 mm. cubes tested at 28 days including curing tests conducted in accordance with IS 456 and IS 516 and conforming to clause 302 of IRC 21 1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory obtained from approved quarry the proportion mix, grading conforming to relevant ISI IRC codes pre approved including arranging of reinforcement as per approved drawing including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering and curing for 28 days centering shuttering and finishing the exposed surface smooth providing grooves and beads where necessary including cost, conveyance royality and taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering and shuttering as per specification and direction of Engineer in Charge. Upto Bed Level |
| 22 | Cement concrete of M 150 having maximum compressive strength of 150 kg. cm2 test to be conducted on 150 mm. cubes tested at 28 days including curing tests conducted in accordance with IS 456 and IS 516 and conforming to clause 302 of IRC 21 1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory obtained from approved quarry the proportion mix, grading conforming to relevant ISI IRC codes pre approved including arranging of reinforcement as per approved drawing including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering and curing for 28 days centering shuttering and finishing the exposed surface smooth providing grooves and beads where necessary including cost, conveyance royality and taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering and shuttering as per specification and direction of Engineer in Charge. Above Bed Level |
| 23 | Construction of precast RCC railing of M25 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 24 | RCC of design mix of M 25 grade having specified characteristics compressive strength target mean strength of 300kg. cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing and tests conducted in accordance with relevant clauses of IS 456 IS 516 IRC 216 1987 IRC 78 1983 using crusher broken granite course aggregate of 20mm. .sizes and proportion as specified in clause 302.6.2 of IRC 21 1987 and IS 10262 and subject to mix design in conformity with the grading and proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry and using minimum quantity of cement confirming to codal provision including hoisting, lowering and laying concrete in layers not exceeding 15cm thick compacting with vibrators watering and curing for 28 days including water tight steel centering , shuttering and form works finishing the exposed surface smooth providing beads and grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads and lifts, cost of all labour TandP and machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer in Charge but excluding cost, conveyance of tor steel and binding wire and labour charges for straightening, cutting, bending, binding welding and tying the grills lapping spacing etc. where ever necessary and hoisting and placing in position to be paid separately as required for RCC works Raft |
| 25 | RCC of design mix of M 25 grade having specified characteristics compressive strength target mean strength of 300kg. cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing and tests conducted in accordance with relevant clauses of IS 456 IS 516 IRC 216 1987 IRC 78 1983 using crusher broken granite course aggregate of 20mm. .sizes and proportion as specified in clause 302.6.2 of IRC 21 1987 and IS 10262 and subject to mix design in conformity with the grading and proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry and using minimum quantity of cement confirming to codal provision including hoisting, lowering and laying concrete in layers not exceeding 15cm thick compacting with vibrators watering and curing for 28 days including water tight steel centering , shuttering and form works finishing the exposed surface smooth providing beads and grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads and lifts, cost of all labour TandP and machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer in Charge but excluding cost, conveyance of tor steel and binding wire and labour charges for straightening, cutting, bending, binding welding and tying the grills lapping spacing etc. where ever necessary and hoisting and placing in position to be paid separately as required for RCC works Deck slab |
| 26 | RCC of design mix of M 25 grade having specified characteristics compressive strength target mean strength of 300kg. cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing and tests conducted in accordance with relevant clauses of IS 456 IS 516 IRC 216 1987 IRC 78 1983 using crusher broken granite course aggregate of 20mm. .sizes and proportion as specified in clause 302.6.2 of IRC 21 1987 and IS 10262 and subject to mix design in conformity with the grading and proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry and using minimum quantity of cement confirming to codal provision including hoisting, lowering and laying concrete in layers not exceeding 15cm thick compacting with vibrators watering and curing for 28 days including water tight steel centering , shuttering and form works finishing the exposed surface smooth providing beads and grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads and lifts, cost of all labour TandP and machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer in Charge but excluding cost, conveyance of tor steel and binding wire and labour charges for straightening, cutting, bending, binding welding and tying the grills lapping spacing etc. where ever necessary and hoisting and placing in position to be paid separately as required for RCC works Pier cap Bed Block |
| 27 | RCC of design mix of M 25 grade having specified characteristics compressive strength target mean strength of 300kg. cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing and tests conducted in accordance with relevant clauses of IS 456 IS 516 IRC 216 1987 IRC 78 1983 using crusher broken granite course aggregate of 20mm. .sizes and proportion as specified in clause 302.6.2 of IRC 21 1987 and IS 10262 and subject to mix design in conformity with the grading and proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry and using minimum quantity of cement confirming to codal provision including hoisting, lowering and laying concrete in layers not exceeding 15cm thick compacting with vibrators watering and curing for 28 days including water tight steel centering , shuttering and form works finishing the exposed surface smooth providing beads and grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads and lifts, cost of all labour TandP and machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer in Charge but excluding cost, conveyance of tor steel and binding wire and labour charges for straightening, cutting, bending, binding welding and tying the grills lapping spacing etc. where ever necessary and hoisting and placing in position to be paid separately as required for RCC works Dirt wall |
| 28 | Supply of HYSD bars confirming to grade S 415 cutting bending, binding, lapping, splicing, welding etc. conforming to ISI specification and jointing if necessary by lapping and tying the grills and placing in position as required for RCC works as per the approved design, hoisting, lowering and laying position including cost and conveyance of tor steel and binding wires of 18 to 20 gauge as to be approved by the Deptt. etc. complete weight of binding wire shall not be considered for payment at all which will be borne by the contractor standard CO efficient of different sizes of the steel shall be considered and welding and lapping should confirm to relevant clause of IRC 21 1987 |
| 29 | Finishing wall surface with waterproof cement paint of aproved shade 2 coats including watering, curing,cost of all materials and labour etc. |
| 30 | Providing Rough Stone dry packing pitching in approns and revetments for slope protection including cost and conveyance of all materials to site etc. complete 15cm and above and as per the direction of Engineer in charge. |
| 31 | Providing weepholes in brick masonry stone masonry, plain reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 V :20 H towards drawing face complete as per drawing |
| 32 | 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 we be welded to 2 nos. 75mmX75mm of12 SWG sheet tubes posts duly embeded in cement concrete M 15 grade block of 450mm X450mmmm X600mm ,600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmX 47mm of 12 SWG steel plate tube. All M.S will be stove embelded on both sides .Lettering and printing arrows border etc. will be painted with ready mixed synthetic enamelpaint of superior quality in required shade andcloure.All sections of framed posts and steel tube will be painted with primer and two coat of epoxy paint as per drawing clause 1701 and Annexure 1700.1 |
| 33 | Providing and fixing of typical MMSY Citizen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M 15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure 1700.1. |
| 34 | Providing and erecting direction and place identification retro reflectorized sign as per IRC 67made of high intensity grade sheeting vide Clause 801.3, fixed over Aluminium sheeting 2mm thick supported on a mild steel single double angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade concrete 45 x 45 x 60 cm, 60 cm below ground level as per drawing and technical specfication Clause 801 of of specification for road and bridge works 5th revision and as directed by Engineer in charge. 90 cm Equilateral traingle |
| 35 | Providing and erecting direction and place identification retro reflectorized sign as per IRC 67made of high intensity grade sheeting vide Clause 801.3, fixed over Aluminium sheeting 2mm thick supported on a mild steel single double angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade concrete 45 x 45 x 60 cm, 60 cm below ground level as per drawing and technical specfication Clause 801 of of specification for road and bridge works 5th revision and as directed by Engineer in charge. 60 cm Circular |
| 36 | Providing and erecting direction and place identification retro reflectorized sign as per IRC 67made of high intensity grade sheeting vide Clause 801.3, fixed over Aluminium sheeting 2mm thick supported on a mild steel single double angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade concrete 45 x 45 x 60 cm, 60 cm below ground level as per drawing and technical specfication Clause 801 of of specification for road and bridge works 5th revision and as directed by Engineer in charge. 80 cm x 60 cm rectangular |
| 37 | Providing and erecting direction and place identification retro reflectorized sign as per IRC 67made of high intensity grade sheeting vide Clause 801.3, fixed over Aluminium sheeting 2mm thick supported on a mild steel single double angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade concrete 45 x 45 x 60 cm, 60 cm below ground level as per drawing and technical specfication Clause 801 of of specification for road and bridge works 5th revision and as directed by Engineer in charge. 90 cm high octagon |
| 38 | Providing and erecting direction and place identification retro reflectorized sign as per IRC 67made of high intensity grade sheeting vide Clause 801.3, fixed over Aluminium sheeting 2mm thick supported on a mild steel single double angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade concrete 45 x 45 x 60 cm, 60 cm below ground level as per drawing and technical specfication Clause 801 of of specification for road and bridge works 5th revision and as directed by Engineer in charge. Direction Marking |
| 39 | Providing and erecting direction and place identification retro reflectorized sign as per IRC 67made of high intensity grade sheeting vide Clause 801.3, fixed over Aluminium sheeting 2mm thick supported on a mild steel single double angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade concrete 45 x 45 x 60 cm, 60 cm below ground level as per drawing and technical specfication Clause 801 of of specification for road and bridge works 5th revision and as directed by Engineer in charge. Hazard Marker |
| 40 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m 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 150 x 75 x 5 mm, 330 mm long complete as per clause 810 |
| 41 | Providing and erecting Informatory retro reflectorised sign as per IRC 67 2012 made of class B retro reflective sheeting of high intensity prismatic grade sheeting as per ASTMD4956 09type III and IV strictly conforming to clause 6.7of IRC67 2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00mm thick as per clause 6.5.2 of IRC:67 2012 or A.C.P Aluminium Composite Panel used for sign boards with a thermo plastic core of blow density polythylene LDPE between two thick sheets of aliminium with over all thickness of 4mm and aliminium thichness of 0.5mm on both sides supported on mildsteel square post 80mmx80mmx3mm, 2nos and 3nos horizontal and 1no vertical extra supporting member of M.Sangle of size 50mmx50mmx6mm firmly fixed to the ground by means properly designed foundation withM 15 grade cement concrete 45cmx45cmx75cm, 60cm below ground level of as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, TandP, excavation, curingetc. complete,under supervision of Engineer In Charge.Size 12'X8' 3657mm x 2438mm Rectangle |
| 42 | Providing and fixing of road stud 100x100mm, diecast in fibre, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by suitable bituminous grout or epoxy mortar, all as per BS:873 Part 4 1973 |
| 43 | Provision for Road sinage masonary structure for citizen information board,painting of 200 m and k.m stone etc complete and as per the direction of engineer in charge. Ordinary Kilometer stone |
| 44 | Provision for Road sinage masonary structure for citizen information board,painting of 200 m and k.m stone etc complete and as per the direction of engineer in charge. 200 mm stone |
| 45 | Provision for Road sinage masonary structure for citizen information board,painting of 200 m and k.m stone etc complete and as per the direction of engineer in charge. Semi reflectorised Sign Boards |
| 46 | Provision for Road sinage masonary structure for citizen information board,painting of 200 m and k.m stone etc complete and as per the direction of engineer in charge. 200 mm dia RCC guard post. |
| 47 | Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge 1st Year |
| 48 | Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge 2nd Year |
| 49 | Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge 3rd Year |
| 50 | Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge 4th Year |
| 51 | Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge 5th Year |
| 52 | Making up loss of material irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge. 1st Year |
| 53 | Making up loss of material irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge. 2nd Year |
| 54 | Making up loss of material irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge. 3rd Year |
| 55 | Making up loss of material irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge. 4th Year |
| 56 | Making up loss of material irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge. 5th Year |
| 57 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903. 1st Year |
| 58 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903. 2nd Year |
| 59 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903. 3rd Year |
| 60 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903. 4th Year |
| 61 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903. 5th Year |
| 62 | Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge. 1st Year |
| 63 | Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge. 2nd Year |
| 64 | Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge. 3rd Year |
| 65 | Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge. 4th Year |
| 66 | Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge. 5th Year |
| 67 | Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge. 1st Year |
| 68 | Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge. 2nd Year |
| 69 | Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge. 3rd Year |
| 70 | Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge. 4th Year |
| 71 | Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge. 5th Year |
| 72 | Maintenance of 200 metre, km stones and 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge. 1st Year |
| 73 | Maintenance of 200 metre, km stones and 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge. 2nd Year |
| 74 | Maintenance of 200 metre, km stones and 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge. 3rd Year |
| 75 | Maintenance of 200 metre, km stones and 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge. 4th Year |
| 76 | Maintenance of 200 metre, km stones and 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge. 5th Year |
| 77 | Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge. 1st Year |
| 78 | Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge. 2nd Year |
| 79 | Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge. 3rd Year |
| 80 | Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge. 4th Year |
| 81 | Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge. 5th Year |
| 82 | Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge. 1st Year |
| 83 | Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge. 2nd Year |
| 84 | Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge. 3rd Year |
| 85 | Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge. 4th Year |
| 86 | Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge. 5th Year |
| 87 | Maintenance and repair of RCC railing to bring it to the original shape cleaning and repainting as per drawings and technical specification clause 1911 as per direction of Engineer in Charge. 1st Year |
| 88 | Maintenance and repair of RCC railing to bring it to the original shape cleaning and repainting as per drawings and technical specification clause 1911 as per direction of Engineer in Charge. 2nd Year |
| 89 | Maintenance and repair of RCC railing to bring it to the original shape cleaning and repainting as per drawings and technical specification clause 1911 as per direction of Engineer in Charge. 3rd Year |
| 90 | Maintenance and repair of RCC railing to bring it to the original shape cleaning and repainting as per drawings and technical specification clause 1911 as per direction of Engineer in Charge. 4th Year |
| 91 | Maintenance and repair of RCC railing to bring it to the original shape cleaning and repainting as per drawings and technical specification clause 1911 as per direction of Engineer in Charge. 5th Year |
| 92 | Triming of grass and weeds from the shoulder berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge 1st Year |
| 93 | Triming of grass and weeds from the shoulder berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge 2nd Year |
| 94 | Triming of grass and weeds from the shoulder berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge 3rd Year |
| 95 | Triming of grass and weeds from the shoulder berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge 4th Year |
| 96 | Triming of grass and weeds from the shoulder berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge 5th Year |
| 97 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge. 1st Year |
| 98 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge. 2nd Year |
| 99 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge. 3rd Year |
| 100 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge. 4th Year |
| 101 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge. 5th Year Please Enable Macros to View BoQ information |
