| 1 | 1 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) -Manual means | item1 | 3923 | One Cubic Metre |
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| 2 | 2 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) | item2 | 7842 | One Cubic Metre |
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| 3 | 3 | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift from 1.50 m upto 3.00 m). | item3 | 11324 | One Cubic Metre |
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| 4 | 4 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. | item4 | 19166 | One Cubic Metre |
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| 5 | 5 | Providing earth work in embankment with approved materials obtained\n(Material obtained from departmental Land)\n | item5 | 6238 | One Cubic Metre |
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| 6 | 6 | Transportation of material obtained from excavation including soil,rubble,bricks,RCC concrete, kerb stones, steel railing, iron pipes,channels etc. Obtained from dismantling, loading in a truck of minm.5 Cum.capacity or designed capacity and transporting within the municipal limits or any designated place of corporation, unloading, stacking or spreading of material etc. complete. | item6 | 4551 | One Cubic Metre |
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| 7 | 7 | Providing ISI standard RCC pipe in standard length of NP-III cl (b) Lowering, laying and jointing in proper grade and alignment of 783-1985 & rubber ring as provided and curing etc. complete | item7 | | |
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| 8 | 7.1 | 300 mm | item8 | 1050 | RMT |
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| 9 | 7.2 | 450 mm | item9 | 2425 | RMT |
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| 10 | 7.3 | 600 mm | item10 | 1475 | RMT |
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| 11 | 7.4 | 900 mm | item11 | 150 | RMT |
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| 12 | 7.5 | 1200 mm | item12 | 200 | RMT |
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| 13 | 8 | Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete.(Including Royalty Charges) | item13 | 1053 | One Cubic Metre |
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| 14 | 9 | Providing and constructing manhole chamber in second class B.B. masonry (by using bricks or fly ash bricks, size - 9\" x 4\" x 3\" ) with 1:6 cement morter, top diameter 53.54 cm, suitable shape like circular, square etc. as per site conditions including 15 cm thick 1:2:4 proportion PCC bedding, preparing channel at bottom by using half rounf RCC pipe, cement plaster in cm 1:3 proportion on both sides, fixing C.I. manhole frame and cover (175 kg weight) of approved quality in RCC 1:2:4 coping or RCC 1:2:4 proportion 15 cm thick slab, scaffoldings, curing, providing drop arrangement, dewatering etc. complete as directed by Engineer-in-charge..(Additional propvisional qty considered) | item14 | | |
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| 15 | 9.1 | Depth 1.5x dia.1.5m | item15 | 106 | Nos |
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| 16 | 9.2 | dia 1.5mx Depth more than 1.5m 35 cm thick brick work per RM depth | item16 | 53 | RMR |
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| 17 | 9.3 | Depth up to 3mx dia. 1.75m | item17 | 106 | Nos |
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| 18 | 9.4 | dia 1.75mx Depth more than 3m 45 cm thick brick work per RM depth | item18 | 53 | RMT |
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| 19 | 10 | Providing man-hole covers of approved quality & make made from steel, fiber reinforcement concrete as per latest ISI specifications etc complete.Production year on top must be embossed-Circular of 53.54cm Dia RCC-175kg (MD) | item19 | 212 | Nos |
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| 20 | 11 | Providing & fixing CI /FRCS steps of approved design and make and fixing inside man-hole. Weight of each step should be 3kg | item20 | 1696 | Nos |
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| 21 | 12 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material | item21 | 4770 | One Cubic Metre |
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| 22 | 13 | Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. | item22 | 3180 | One Cubic Metre |
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| 23 | 14 | Prime coat - Providing and applying primer coat with bitumen emulsion 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. | item23 | 15900 | One Square Metre |
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| 24 | 15 | DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 50-75 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) | item24 | 1272 | One Cubic Metre |
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| 25 | 16 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates). | item25 | 15900 | One Square Metre |
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| 26 | 17 | BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 6% per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 25-40 mm compacted thickness with specified grade of Bitumen, Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) | item26 | 636 | One Cubic Metre |
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| 27 | 18 | GST 12 % | item27 | 1 | Rs |
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