|
| 1 | Extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing [MoRTH Specification Clause 305.3.5].BY MECHANICAL MEANS, using Motor Grader, from earth in stock piles with all lead and lift but excluding rolling and watering. |
| 2 | Construction of Pedestal for fixing of inauguration / foundation ceremony stone pattikafor all building and road work complete with clearing levelling and dressing of ground and fixing of granite stone on pedestal including cost of granite stone and grooving etc. in stone/ brick masonry as per direction of engineer in chargeincluding all necessary arrangement Size of Granite Pattika 0.90 Sqm |
| 3 | Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm.(VG-30 grade) and aggregates in Hot Mix Plant, transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne but excluding cost of tack and seal coat .[MORTH Specification : Clause 511,112]Inciuliding Antistripping agent with all lead. In approved Hot Mix Plant as per clause 6.5 of Manual, including loading of aggregates with F.E loader with VG-30 bitumen. |
| 4 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion(SS-1)as per IS: 8887 & manufacturer’s specifications @ 7.5 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502,112 ( Including cleaning of road surface ) |
| 5 | Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall, including rolling with a smooth wheeled roller 8 - 10 tonne capacity finished to required level and grades, complete as per MORTH specification clause 513 Laying by Mechnical Means Type B - Premixed in in approved HMPas per clause 6.5 of manual having capacity 50 TPH comprising of aggregate (sand or grit) having size 2.36 mm to 180 micron @ 0.06 Cum per 10 Sqm and bitumen binder (VG-30 grade) @ 6.8 Kg / 10 sqm and laying by hydrostatic paver finisher with sensor control, including mixing, transportation, laying, rolling etc. complete - including carriage forall lead. |
| 6 | Extra for watering the earth to bring the earth up to required O.M.C excluding rolling |
| 7 | Providing and applying tack coat on the prepared surface ,withbitumen emulsion (RS-1) as per IS : 8887 & manufacturer’s specifications @ 2.50 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI.503,112 ( Including cleaning of Road Surface ) |
| 8 | Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC : SP:98-2013 over item of Open Graded Premix Carpet @ 8% of the quantity of Bitumen by Weight including mixing of aggregate and plastic waste in Hot Mix Plant ( The Bitumen content will be as per respective Clause of Morth Specifications), |
| 9 | Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead up to 50 meters, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] In Hard SoilPick Axe work |
| 10 | Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). Grading II , 63 mm to 45 mm@ 0.91 cum per 10 Sqm for compacted thickness of 75 mm.(Crusher broken) Stone screening type B |
| 11 | Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). Grading III,53 mm to 22.4 mm, @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm.(Crusher broken) Stone screening type B |
| 12 | Clearing and grubbing road landincluding uprooting rank vegetation, grass, bushes, shrubs, saplingsand trees girth upto 300 mm, removal of stumps of trees cut earlierand disposal of unserviceable materials and stacking of serviceable material upto a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MORTH specification clause 201 Bymechanical Means . In area of light jungle |
| 13 | Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500 - 4, grading -1for base / binder course including loading of aggregates with F.Eloader and heating and mixing of stone aggregate and bitumenin approvedhot mix plant as per clause 6.5 of manual transporting the mixed material in tipper to paver and laying mixed material with sansor paver finisher to the requiredlevel and grade rolling by power roller & vibratory compactor to achievethe desired density (approved by the department )excluding cost of primer /tack coat [MoRTH Specification : Clause 504,112] 50-100 mm compacted thickness with 3.30% bitumen 60/70 grade. including antistripping agent with all lead. |
| 14 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 Tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with ALL lead As per MoRTH specification Clause No. 305. |
| 15 | Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 :For grading-I with CBR value not less than 30. to attain 100% proctor density. |
| 16 | Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 : For grading-III with CBR value not less than 20. to attain 100% proctor density. |
| 17 | Extra for rolling to specification with the use of Vibratory roller when earth is at suitable moisture content with desired field density not less than 100% of maximum dry density (Modified Heavy Proctor test).excluding watering. |
| 18 | Providing and laying mechnically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level.[MoRTH Specification : Clause 1000/1700]Cement concrete 1:3:6 mix crushed stone aggregates 20mm nominal size. |
| 19 | Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). Grading III,53 mm to 22.4 mm, @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm.(Crusher broken) Stone screening type B |
| 20 | Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 :For grading-I with CBR value not less than 30. to attain 100% proctor density. |
| 21 | Providing and laying controlled cement concrete for cement concrete pavements including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with 20/25 mm stone aggregate (crusher broken) including anti-skid textured finish to required camber/ superelevation and grade including frame work, vaccume proces dewatering, seperatiom membaren of 125 micron thickness as antifraction layer, cutting of tranverses and longitudinal joints, 4 to 6 mm width with joint filling by sealent,25 mm wide Expansion joints using 25 mm impregated bitumen board including dowel bars in prescribed intervel with curing etc. as per specification(-do-) with cement concrete M-30 grade |
| 22 | Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 : For grading-III with CBR value not less than 20. to attain 100% proctor density. |
| 23 | Providing and fixing of Precast concrete interlocking blocks ofmanufactured from fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS : 6717-2001. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the instructions of Engineer-in-charge. The rates to be inclusive of all lead, lift, lifts & taxes general specifications of blocks.1. Shape : As specified by Engineer-in-charge.2. Tensile splitting strength and breaking load as per BS : 6717-2001 3. Colour : Grey cement natural colour 4. Variation in Dimension : Less than 1.6mm. 5. Variation in thickness : Less than 3.2mm 80mm thick, Medium traffic category,M40 Grade designation blocks |
| 24 | S&F in positioncut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete.5th Km. Stone |
| 25 | Supply & planting of shady plants (Neem, Peepal, Goolar, Jamun, Imli or other specified) along road side including the following activities :1) Preparation of soil including cleaning & removing of unwanted shurbs removal of stones & garbage.2) Supply of plant at site of two years of age & height more than 1.50 mtr.3) Supply of dry manure (Farm yard manure organic)4) Supply of insecticides 5) Digging of pits size 60x60x60 cms. Including removal of stones, Manuring application of insecticides & watering at least 15 litre per plant after planting. 6) Half brick circular tree guard in second class bricks, internal dia 1.25 meter and height1.20 meter above ground and 0.20 meter below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1 cement : 6 sand) and the intermediate courses being in dry honey comb masonry, as per design complete. 7) Watering to Plants. 8) Maintenance of Plants by the contractor including of pits/bids preparation of Thavala Hoeing weeding etc. & application of intersecticides etc. & security. If the plant die during maintenance contractor has to replace same height plant at his own cost. |
| 26 | S&F in positioncut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete.Ordinary Km. Stone for NH |
| 27 | Providing and erecting direction and place identification retro - reflectorised sign as per IRC:67 made of high intensity grade sheeting exclusive of lettering, border & signs fixed over aluminium sheeting, 2 mm thick fixed on a mild steel angle iron frame 50mmx50mmx6mm supported on mild steel angle iron post 75 x 75 x 6 mm upto the top of sign board, length of post from bottom of sign boardis 2.85 m. upto foundation level post duly painted in black and white synthetic enamelalternate ship 30cm. wide fixed to the ground by means properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60 Cm , 60 Cm below ground level as per approved drawing & as per MORTH specifications clause 801. Double angle post90 cm. X 60 cm. |
| 28 | S&F in positioncut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete.200 M. Stone. |
| 29 | Supply of direction and place identification sign boards made out of 2mm thick MS sheet framed to angle iron 40 x 40 x 5mm and 2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with CC 1:4:8 (30 x 30 x 60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per IRC standard size 160 x 180cm (project board) |
| 30 | Providing and erecting direction and place identification retro - reflectorised sign as per IRC:67 made of high intensity grade sheeting exclusive of lettering, border & signs fixed over aluminium sheeting, 2 mm thick fixed on a mild steel angle iron frame 50mmx50mmx6mm supported on mild steel angle iron post 75 x 75 x 6 mm upto the top of sign board, length of post from bottom of sign boardis 2.85 m. upto foundation level post duly painted in black and white synthetic enamelalternate ship 30cm. wide fixed to the ground by means properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60 Cm , 60 Cm below ground level as per approved drawing & as per MORTH specifications clause 801. Single angle post 60 cm. X 45 cm. |
| 31 | Supply & fixing of Shevronsign of size 600x450mm made out of alluminium sheet 2mm thick with fixing provision onM.S. angleiron post50x50x6mm, 3M. long screwed with stainless steel nut bolts of 8 M. dia, plate is covered byhigh intensity graderetro-reflectivesheeting & black reflective arrows, complete in all respect. |
| 32 | Providing and laying of hot applied thermoplastic compound inclusive type I reflectrosing glass beads as per table 800-3, 800-4 applied in uniform thickness of at least 2.5 mm and spread uniformly with reflectorising glass beads type II in addition @ 250 gms per Sqm with a road marking machine as per IRC: 35 complete with traffic diversion arrangement as per MORTH specification clause 803.4. |
| 33 | Providing and fixing of retro- reflectorised inclusive cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting lettering, border & signs fixed over aluminium sheeting, 1.5 mm thick, fixed on mild steel angle iron frame 50mmx50mmx6mm supported on a mild steel angle iron post 75mmx75mmx6mm upto the top of sign board, length of post from bottom of sign boardis 2.85m. upto foundation level post duly paintedin black & white synthetic enamel.fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 Cm x 45 Cm x 60Cm, 60 cm below ground level as per approved drawing & as per MORTH specification Cl. 801. 80 cm x 60 cm rectangular |
| 34 | Providing and fixing of retro- reflectorised inclusive cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting lettering, border & signs fixed over aluminium sheeting, 1.5 mm thick, fixed on mild steel angle iron frame 50mmx50mmx6mm supported on a mild steel angle iron post 75mmx75mmx6mm upto the top of sign board, length of post from bottom of sign boardis 2.85m. upto foundation level post duly paintedin black & white synthetic enamel.fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 Cm x 45 Cm x 60Cm, 60 cm below ground level as per approved drawing & as per MORTH specification Cl. 801. 90 Cm equilateral triangle |
| 35 | Providing and fixing of retro- reflectorised inclusive cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting lettering, border & signs fixed over aluminium sheeting, 1.5 mm thick, fixed on mild steel angle iron frame 50mmx50mmx6mm supported on a mild steel angle iron post 75mmx75mmx6mm upto the top of sign board, length of post from bottom of sign boardis 2.85m. upto foundation level post duly paintedin black & white synthetic enamel.fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 Cm x 45 Cm x 60Cm, 60 cm below ground level as per approved drawing & as per MORTH specification Cl. 801. 60 Cm circular |
| 36 | Supply & fixing of Swiss type of Hazard marker, made out of 2 mm thick M.S. sheet size of box is 15x15 cm with hold fast at bottom, the body is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting, on all four side. |
| 37 | Structural cement concrete (Design Mix) in open foundations, with form work, at any level.Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500] P.C.C.M15 grade |
| 38 | Providing and laying controlled cement concrete for cement concrete pavements including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with 20/25 mm stone aggregate (crusher broken) including anti-skid textured finish to required camber/ superelevation and grade including frame work, vaccume proces dewatering, seperatiom membaren of 125 micron thickness as antifraction layer, cutting of tranverses and longitudinal joints, 4 to 6 mm width with joint filling by sealent,25 mm wide Expansion joints using 25 mm impregated bitumen board including dowel bars in prescribed intervel with curing etc. as per specification(-do-) with cement concrete M-30 grade |
| 39 | Providing and fixing 20mm thick compressible fibre board in expansion Joint complete. |
| 40 | White washing of parapets, kerbs, railings tree boundary stones, guard stones, guide stones and tree guards trees etc. complete. New surface three coats. |
| 41 | Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304] In ordinary Soil [MoRTH Specification : Clause : 301] Depth upto 3m |
| 42 | Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels [MoRTH Specfication: Clause:1000/1300] |
| 43 | Providing and fixing precast cement concrete coping 1:2:4 mix, 50mm thick complete as per specifications |
| 44 | Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and MoRTH specification section 2702. |
| 45 | Providing and laying Random Rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above Ground /Bed level.[MoRTH Specfication: Clause 1000/1400]Cement sand mortar 1:6 |
| 46 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and MoRTH specifications clause 2504. Using Stone/ Boulder weighing not less than 40 Kg., thickness not less than 150mm & specific gravity not less than 2.65. |
| 47 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications MoRTH Section 1400,2200. Random Rubble masonry |
| 48 | Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200. RCC Grade M-30 Height upto 5.00m. |
| 49 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ of 1 litre for 2 Sqm. |
| 50 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. |
| 51 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications section 1500, 1600, 1700, 2704. |
| 52 | Providing and laying mechnically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level.[MoRTH Specification : Clause 1000/1700]Cement concrete 1:3:6 mix crushed stone aggregates 20mm nominal size. |
| 53 | Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification MoRTH Section 1300,2200. |
| 54 | Plastering with cement mortar (1:3) on brick work in substructure as per Technical specifications MoRTH Section 1300,2200. |
| 55 | Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200. RCC Grade M-25 Height upto 5.00m. |
| 56 | Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication.[MoRTH Specification Clause 2205] |
| 57 | Providing and laying reinforced cement concrete Pipe NP3 for culverts on first class bedding of granular material in single row incluidng fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapets Clause 2905 300 mm dia |
| 58 | Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500]Concrete M20 grade In P.C.C. |
| 59 | Providing and laying Random Rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above Ground /Bed level.[MoRTH Specfication: Clause 1000/1400] Cement sand mortar 1:4 |
| 60 | Providing and laying reinforced cement concrete pipes N.P.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900]1000 mm dia |
| 61 | Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MoRTH specification section 1600. |
| 62 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications clause 710.1.4 of IRC 78 & MoRTH section 2200.Granular material |
