|
| 1 | HSR Item 4.14.1 -Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soilas directed, within a lead of 50 m.1. All kinds of soil.HSR Rate (Rs.) : 83.00 Through Rate |
| 2 | HSR Item 4.32 -Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidatingeach deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.HSR Rate (Rs.) : 46.00 Through Rate |
| 3 | HSR Item 10.107 -Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5%and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mmthick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes and patterns including grouting the joints with white cement mixed with matching pigmentsetc. complete as per direction of Engineer-in-Charge. 0 0 0HSR Rate (Rs.) : 1605.00 Through Rate |
| 4 | HSR Item 17.3 -Dismantling of flexible pavement by Mechanical MeansBituminous courseHSR Rate (Rs.) : 211.00 Through Rate |
| 5 | HSR Item 17.5.3 -Compacting Original Ground3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, finaldressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as pertechnical clause 305 of MORT&H specificationsHSR Rate (Rs.) : 7.00 Through Rate |
| 6 | HSR Item 17.10.1 -Excavation for Roadway in Soil by Mechanical means and Tippers with Disposal up to 1000 metres.1. Excavation for roadwork in soil by mechanical means including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements oflines, grades and cross sections, and disposal within all lead and lift as per technical clause 301 of MORT&H specifications.HSR Rate (Rs.) : 87.00 Through Rate |
| 7 | HSR Item 17.15.1 -Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2)Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in placemethod with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications1. Grading I materialHSR Rate (Rs.) : 911.00 Through Rate |
| 8 | HSR Item 17.23.2 -Water Bound Macadam Grading - II2. Water Bound Macadam (53mm to 22.4 mm)Grading II with screenings Type “B” (11.2 mm aggregates) Providing, laying, spreading and compacting stoneaggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate,watering and compacting to the required density complete as per technical clause 404 of MORT&H specificationsHSR Rate (Rs.) : 1243.00 Through Rate |
| 9 | HSR Item 17.44 -Dry Lean Cement Concrete Sub- baseConstruction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate notexceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant,transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&HspecificationsHSR Rate (Rs.) : 2057.00 Through Rate |
| 10 | HSR Item 17.45 -Cement Concrete PavementConstruction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fineaggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approvedmix design, transported to site in transit mixer with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision ofcontraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod,admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications.HSR Rate (Rs.) : 5270.00 Through Rate |
| 11 | HSR Item 17.69.3 -Interlocking Concrete Block Pavement3. Providing and Laying 60 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mixcement M 35 over the bed of 25 mm thick fine sand complete in all respect.HSR Rate (Rs.) : 576.00 Through Rate |
| 12 | HSR Item 17.70 -Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3.HSR Rate (Rs.) : 26.00 Through Rate |
| 13 | HSR Item 7.20.2 -Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in:2. Cement Mortar 1:6 (1 cement : 6 coarse sand)HSR Rate (Rs.) : 4146.00 Through Rate |
| 14 | HSR Item 22.165.5 -Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W.pipes including bed concrete as per standard design :5. 300 mm diameter S.W. pipeHSR Rate (Rs.) : 395.00 Through Rate |
| 15 | HSR Item 22.168.5 -Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :5. 450 mm dia. R.C.C. pipeHSR Rate (Rs.) : 964.00 Through Rate |
| 16 | HSR Item 6.1.6 -Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and upto Floor IV level:6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)HSR Rate (Rs.) : 2442.00 Through Rate |
| 17 | HSR Item 6.29.2 -Centering and shuttering including strutting, propping etc. and removal of form work for :2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.HSR Rate (Rs.) : 282.00 Through Rate |
| 18 | HSR Item 34.1.2 -Cast in Situ Cement Concrete M20 KerbConstruction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mmthick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause4082. Using Concrete Batching and Mixing PlantHSR Rate (Rs.) : 206.00 Through Rate |
| 19 | HSR Item 34.2.2 -Cast in Situ Cement Concrete M 20 Kerb with ChannelConstruction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundationconcrete laid manually, all complete as per clause 4082. Using Concrete Batching and Mixing PlantHSR Rate (Rs.) : 375.00 Through Rate |
| 20 | HSR Item 4.16.1.3 -Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms,including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer byramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m.1.3. All kind of soil Pipes, cables etc, exceeding 300 mm dia but not exceeding 600 mm dia.HSR Rate (Rs.) : 131.00 Through Rate |
