| 1 | 1 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks marginal banks and guide banks or filling up ground depression as per MORTH. (A.R./GNIDA) All kinds of soil. | | | |
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| 2 | 1.01 | Lead upto 50M and lift upto 1.50M | | 27200.9 | Cum |
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| 3 | 2 | Extra for every additional lift of 1.5m or part thereof in excavation/banking excavated or stacked materials. \nAll kinds of soil. (DSR-13/2.26.1/AR/GNIDA) | | | |
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| 4 | 2.01 | Depth from 0.0 to 1.5 M below G.L. | | 3746.54 | Cum |
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| 5 | 2.02 | Depth from 1.5 to 3.0 M below G.L. | | 3271.64 | Cum |
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| 6 | 2.03 | Depth from 3.0 to 4.5 M below G.L. | | 2985.09 | Cum |
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| 7 | 2.04 | Depth from 4.5 to 6.0 M below G.L. | | 23.45 | Cum |
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| 8 | 2.05 | Depth from 6.0 to 7.5 M below G.L. | | 16.47 | Cum |
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| 9 | 2.06 | Depth from 7.5 to 9.0 M below G.L. | | 8 | Cum |
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| 10 | 3 | Carriage/disposal of earth/material by mechanical transport including loading, unloading and stacking. (AR/GNIDA). Earth: | | | |
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| 11 | 3.01 | Lead upto 1.0 Km. | | 37252.1 | Cum |
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| 12 | 4 | Procuring, supplying transporting to site unloading stacking of 1.5mm thick HDPE liner of approved quality size and make as detail in materials specifications, quality assurance plan & drawing of bottom & side liner as per direction of E/I (AR) | | 16838.1 | Sqm |
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| 13 | 5 | Supply & spreading of Bentomat ST-GCL \nWXL: 5m x 35m = 175 M2 HSN: 56029090 of surface area ...... E/I. Procuring, supplying transporting to site unloading approved quality, size & make as detailed in material specifications, quality assurance plan & drawing (AR) | | 16838.1 | Sqm |
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| 14 | 6 | Procuring, supplying transporting to site, unloading, stacking of non woven geotextile 400GSM Geo textile non-woven sheet of approved quality, size & make as detailed in materials specifications, quality assurance plan & drawing of bottom & side liner (AR) | | 16838.1 | Sqm |
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| 15 | 7 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. (DSR-13/16.1/P-262) | | 77254 | Sqm |
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| 16 | 8 | Spreading of bentonite and good earth in required thickness as per direction of Officer-in-charge (Cost of earth and bentonite to be paid separately). (DSR-13/23.8/AR/GNIDA) | | 16639 | Cum |
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| 17 | 9 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. (DSR-13/23.9/P-388) | | 16639 | Cum |
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| 18 | 10 | Supply of Bentonite | | 1664 | Kg |
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| 19 | 11 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. (DSR-13/24.8/P-397) | | 3674 | Cum |
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| 20 | 12 | Supply, installation, erection of weigh bridge at site & Govt. Stamping (50 Ton) (AR) | | 2 | Nos |
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| 21 | 13 | Supply & placing of porta cabin for administrative building of size 40'x10' MS Cabin & WC Cabin size 4'/4' (AR) | | 2 | Nos |
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| 22 | 14 | Supplying and stacking at site: | | | |
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| 23 | 14.01 | 90 mm to 45 mm size stone aggregate (AR/GNIDA) | | 483 | Cum |
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| 24 | 14.02 | 63 mm to 45 mm size stone aggregate (AR/GNIDA) | | 682 | Cum |
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| 25 | 14.03 | 53 mm to 22.4 mm size stone aggregate (AR/GNIDA) | | 341 | Cum |
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| 26 | 15 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. (DSR-13/16.1/P-262) | | 3865 | Sqm |
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| 27 | 16 | Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate watering and compacting to the required density. (DSR-13/16.4/P-262) | | 1506 | Cum |
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| 28 | 17 | Providing and applying tack coat on the prepared surface, heating bitumen in boiler and spraying the bitumen of 80/100 with spray set fitted on bitumen boiler including cleaning, preparing the existing road surface as per specifications. (MORTH-502/AR/GNIDA) | | | |
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| 29 | 17.01 | On granular base such as WBM and WMM surface with 7.5kg of bitumen for 10 Sqm | | 3673 | Sqm |
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| 30 | 18 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 per cent of mix and filler transporting the hot mix to work site, laying with 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 specification clause 509 complete in all respects. (MORTH-509/AR/GNIDA) | | | |
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| 31 | 18.01 | 40mm compacted thickness with bitumen penetration of CRMB-55 @ 5% by weight of total mix | | 3673 | Sqm |
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| 32 | 19 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ) | | | |
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| 33 | 19.01 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). (DSR-13/4.1.3/P-85) | | 26 | Cum |
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| 34 | 19.02 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). (DSR-13/4.1.5/P-85) | | 625 | Cum |
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| 35 | 19.03 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). (DSR-13/4.1.8/P-85) | | 107 | Cum |
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| 36 | 20 | Centring and shuttering including strutting, propping etc. and removal of form for: | | | |
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| 37 | 20.01 | Foundations, footings, bases of columns, etc. for mass concrete. (DSR-13/5.9.1/P-97) | | 136 | Sqm |
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| 38 | 20.02 | Foundations, footings, bases of columns, etc. for mass concrete. (DSR-13/5.9.1/P-97) | | 246 | Sqm |
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| 39 | 21 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level: (Cast-in-Situ) | | | |
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| 40 | 21.01 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) (DSR-13/5.1.3/P-96) | | 61 | Cum |
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| 41 | 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | | | |
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| 42 | 22.01 | Thermo-mechanically treated bars/Cold twisted bars. (DSR-13/5.22.6/P-99) | | 4788.5 | Kg. |
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| 43 | 23 | Brick work with bricks of class designation-150 in foundation and plinth in: | | | |
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| 44 | 23.01 | Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR-13/6.2.1/P-111) | | 268.157 | Cum |
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| 45 | 24 | 12mm cement plaster of mix: 1:4 (1 cement : 4 coarse sand) (DSR-13/13.4.1/P-222) | | 1551 | Sqm |
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| 46 | 25 | Neat cement punning. (DSR-13/13.18/P-223) | | 1551 | Sqm |
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| 47 | 26 | Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: | | | |
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| 48 | 26.01 | With brick tiles of class designation - 150 (DSR-13/12.19.1/P-206) | | 5542 | Sqm |
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| 49 | 27 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. | | | |
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| 50 | 27.01 | Made of G.I. wire of dia, 4mm PVC coated to achieve outer dia not less than 5mm in required colour and shade. (DSR-13/16.70.2/P-274) | | 299 | Sqm |
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| 51 | 28 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: \nTwo or more coats on new work. (DSR-13/13.61.1/P-227) | | 299 | Sqm |
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| 52 | 29 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. (DSR-13/16.11/P-263) | | 1000 | Sqm |
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| 53 | 30 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with: | | | |
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| 54 | 30.01 | Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-13/7.1.1/P-119) | | 25 | Cum |
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| 55 | 31 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticised PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. | | | |
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| 56 | 31.01 | 200mm nominal size dia (DSR-13/24.3.3/P-396) | | 337.5 | Metre |
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| 57 | 32 | Supplying and stacking of good earth at site including royalty and carriage complete (earth measured in stacks will be reduced by 20% for payment.) (DSR-13/23.2/AR/GNIDA) | | 3457 | Cum |
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| 58 | 33 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of Officer-in-charge (Cost of sludge, dump manure and/or good earth to be paid separately). (DSR-13/23.8/P-388) | | 3457 | Cum |
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| 59 | 34 | Grassing with selection No. 1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). | | | |
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| 60 | 34.01 | With grass Turf (DSR-13/23.10.2/P-388) | | 30394 | Sqm |
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| 61 | 35 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. | | | |
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| 62 | 35.01 | Hot finished welded type tubes (DSR-13/10.16.1/P-179) | | 1452 | Kg. |
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| 63 | 36 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. | | | |
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| 64 | 36.01 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR-13/10.25.2/P-180) | | 5475 | Kg. |
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| 65 | 37 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). (DSR-13/16.2/P-262) | | 2363 | Cum |
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| 66 | 38 | Brick edging laid lengthwise with half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres: With bricks of class designation-150 (DSR-13/16.8.1/P-263) | | 1273 | Metre |
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| 67 | 39 | Add labour cess @ 1% on all above items | BI01010001010000000000000515BI0100001129 | 3.9957e+07 | Per |
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