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| 1 | Earthwork in excavation in Foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavated earth as obtain to a distance upto 50 m. including all lift, levelling, ramming the foundation trenches,removing roots of trees shurbs all complete & Extra for earth work in hard soil as per approved design building specification and direction of E/I. (5.1.1+ 5.1.2) |
| 2 | Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth so obtained ( 50 m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m all complete as per sepecification and direction of E/I . SOR WRD part-B pageno.-119(6.1.8) |
| 3 | Earth work in excavation of foundation trenches of toe wall, spillway, head regulator, outlets, intake wells etc, as per designed section in ordinary of soft rock(where blasting is not needed) (vide classification of soil itam-C) with disposal of soil ( beyond 50m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I. (5.1.15.2) Part B, WRD, page no.100. |
| 4 | Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering,- all work upto plinth level. 1:3:6, 20 mm nominal size (5.3.1.4) |
| 6 | Providing and laying in position cement concrete of specified grade 1:2:4 (1cement :2coarse sand (Zone-iii):4grade stone aggregate 20mm nominal size ) part -B , BCD -5.3.1.2 . |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering,- all work upto plinth level. 1:1.5:3, 20 mm nominal size |
| 8 | Providing ramdom rubble stone masonary in c.m. (1:4) in foundation and plinth with hammer dressed stone of less then 0.03 m3 in volume and clean coarse sand of F.M.2.to 2.5 including cost of screening , racking out joints, to 20mm,depth, curing taxes and royality all complete as per bulding specification and direction of E/I (5.2.28) PART A PAGE 204 . |
| 9 | Providing ramdom rubble stone masonary in c.m. (1:4) in superstructure and with hammer dressed stone of less then 0.03 m3 in volume and clean coarse sand of F.M.2.to 2.5 including cost of screening of materials,Scaffolding, racking out joints, to 20mm,depth, curing texas and royality all complete as per bulding specification and direction of E/I (5.2.31) PART A PAGE 204 . |
| 10 | Providing and laying cement concrete in retaining walls,return walls ,walls (any thickness) including attached pilasters, columns,piers, abutments, pillars ,posts,struts,buttresses,string or lacing courses , parapets, cooping, bed blocks,anchor blocks ,plain window sills, illets , sunken floor etc .up to flor five level ,excluding the cost of centering ,shuttering and finishing :-1:2:4 (1 cement: 2 coarse sand (zone-iii) : 4 graded stone aggregate 20mm nominal size . part -B , BCD -(5.3.2.2 . |
| 11 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 12 | Separation Membrane of impermeable plastic sheeting 125 micron thick |
| 13 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. |
| 14 | Providing centering and shuttering including strutting propping etc .removal of form for foundation work as per specification and direction of E/I ( 5.3.17.1) . |
| 15 | Providing centering and shuttering including strutting propping etc .removal of form for Superstructure work as per specification and direction of E/I ( 5.3.17.5) . |
| 16 | Providing 25 mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening ,curing,with all leads and lifts of water scaffolding taxes and royalty all . complete job as per building specification and direction of E/I ( 5.7.12) PART A PAGE 200 |
| 17 | Providing 1.5 mm thick cement punning including curing carriage of water with leads and lift as per bulding specification and direction of E/I ,(5:7:11) PART A Page-200 |
| 18 | Earth work in filling in foundation treanches or banks filling of masonry structures with suitable earth in layers not exceeding 150 mm thick well watered,rammed and fully compacted and finally dressed with earth obtained from excavation of foundation treanch and kept at a lead of 30m and initial lift of 1.5 m complete as per specification and direction of E/I (6.1.16) part -B WRD PAGE 120 |
| 19 | Filling in foundation trenches and plinth in layer not exceeding 150 mm.thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) |
| 20 | Providing weep holes in structures- all complete as per specification and direction of E/I (6.7.6) |
| 21 | Providing Dewatering by 10.0 H. P. Diesel Pump set including P.O.L.(Sl No.-10,PM-29,P-83 WRD Part-B) |
| 22 | Providing M.S.Steel reinforcement of 8mm Dia.M.S. bars as per approved design and drawing -------do -------do-------- all complete as per specification and direction of E/I (5.5.5 a, b & c) |
| 23 | Providing M.S.Steel reinforcement of 10mm,12mm & 16mm Dia.M.S. bars as per approved design and drawing -------do -------do-------- all complete as per specification and direction of E/I (5.5.5 a, b & c) |
| 24 | Providing M.S.Steel reinforcement of 10mm,12mm & 16mm Dia.M.S. bars as per approved design and drawing -------do -------do-------- all complete as per specification and direction of E/I (5.5.5 a, b & c) |
| 25 | Sign board and photographs. |
| 26 | Carriage of materials Cement & Steel |
| 27 | stone chips |
| 28 | Boulder |
| 29 | Metal |
| 30 | GST @ 18% |
| 31 | Labour Cess @ 1% Please Enable Macros to View BoQ information |
