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| 1 | ROADProviding and applying tack Coat with 80/100(VG10) 1.0 kg/sqm with bitumen 80/100 using emulsion pressure on the prepared bituminous/granular surface cleaned with mechanical broom as per MORTH specification clause No. 503 complete in all respects. (A.R) |
| 2 | Providing and applying tack Coat with 80/100(VG10) 0.30 kg/sqm with bitumen 80/100 using emulsion pressure on the prepared bituminous/granular surface cleaned with mechanical broom as per MORTH specification clause No. 503 complete in all respects. (A.R) |
| 3 | Providing & laying dence graded bituminous macadam (D.G.B.M.) with 100-120 T/H batch type hot mix plant producing on average out put of 75 T/H using crushed aggregated of specified grading 1premixed with 60/70 bituminous binder @ 4.25% by weight of tatal mix and hydrated time filter @ 2% of total weight of aggragates, transperting the hot mix plant material to work site laying with a hydrostatic paver finisher with a sensor control to the required grade, label and alignment rolling with smoth wheeled (8-10T) roller vibrating roller (8T) for inter mediater rolling and finish with tender roller )6-8T) to achieve the desired compaction including supply of all material, labour T&P etc. required for proper completion of the work as MORT & H specification clause 507. (A.R.) |
| 4 | Providing and laying 40mm. Thick bituminous concrete with 100-120 TPH (Tonnes per hour) batch type HMP (Hot Mix plant) producing an average output of 75 tonne per hour using crushed aggregates of grading I,(13 mm nominal size) premixed with bituminous binder of 60/70 @ 5% of weight of mix and hydrated lime filler @ 2% of weight of aggregate, transporting the hot mix to work site, laying with a hydrostatic power finisher with sensor control to the required grade, level and alignment, rolling with smoth wheeled roller 8-10 tonne for initial break down rolling, vibrator roller 8 tonne for intermediate rolling and finish folling with 608 tonne smooth wheeled tandom roller to achieve the desired compaction and including supply of all material, labour T&P etc. required for proper completion of the work as per clause 508 of MORT & H specification and as per direction of Engineer-in-charge (A.R.) Specification clause 5096. |
| 5 | Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic 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 experienced operator on road surface including cost of material, labour ,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. DSR 16.62/2014 |
| 6 | Reflective Raised Pavement Markers (Cat Eye/ Road Stud) famу от тезис даетment marker with Made of Plastic body of RPM Road Stud shall be Sreyrate apponed byEngineer The Market mert as of 13:35 op tested in accordance with ASTM D4280 The Reflective penes this consist Tumeracing sirgę or dust prismas cuties capattle of providing intemal effection of the igni eming the lens tace Loses shall be moulad of methyl mechecrylate conlarang 10 ASTM CTSEThe top of rebo relacing surface shat preferably be 35-45 dagrue to base facing surface shall not Le less tran 13:02 sq on the marker te shall not be less Fantomans sal nici a 20 mm 4 Vith spal not exceed 130 mm The base of the Marker ante f13asha te wytly marked with the same, trade of other mears of semafisare epitry stations, excess desire arsund me edge of tha The pavement and adhesive on the exposed tutes of the markurs stal eminemnly Theoni alat per morarty for sat staciory Sons рибитени по of the reflecting parel to the Engrenadinen a gmarsurari lal sacratory performance of in fried at mahall also be gen by Gates of the long of lead marsers in case the inurkers are Damages won of cytostandards the was 15 days of amaton hun Pe Empner aftast There shallclude almacenas, ΤΑΡ and nationcats a complete as per direction by E/I |
| 7 | Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.DSR/2023/16.65 |
| 8 | DIVIDEREarth work in excavated by mechenical means (hydraulic excavator)/ manual means in foudation trenches or drains (not exceeding 1.5 m in width of 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil Item no-2.8.1 DSR 2023. |
| 9 | Cement Concrete 4cm. gauge approved stone ballast coarse sand and cement in proportion 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of the work DSR2023/4.1.8 |
| 10 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.) DSR 5.33.1/2023 |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for : DSR 2023/5.9 |
| 12 | M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorized overlapping shall be measured and including cost of binding wire. (DSR2023 5.22.6) |
| 13 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR 2023/13.80 |
| 14 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work DSR2023/13.62.1 |
| 15 | E/W FILLING FOR Centervarg DSR2023/2.3.1+SOR/2022 |
| 16 | FOOTPATHEarth work in excavated by mechenical means (hydraulic excavator)/ manual means in foudation trenches or drains (not exceeding 1.5 m in width of 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil Item no-2.8.1 DSR 2023. |
| 17 | Cement Concrete 4cm. gauge approved stone ballast coarse sand and cement in proportion 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of the work DSR2023 |
| 18 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)DSR/2023/6.1.1 |
| 19 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.DSR/2023/2.25 |
| 20 | Construction of Granular Sub-Base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixsing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, as per MORTH specification clause No. 401 complete in all respects. (A.R) |
| 21 | Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-chargeDSR/2023/16.68 |
| 22 | 12 mm cement plaster of mix:1:4 (1 cement: 4 coarse sand) etc all complete DSR 2023/13.4.1 |
| 23 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR 2023/13.80 |
| 24 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work DSR2023/13.62.1 |
| 25 | Cement Concrete 2cm. gauge approved stone ballast coarse sand and cement in proportion 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work(DSR2023 4.1.3). Please Enable Macros to View BoQ information |
