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| 1 | Clearing grass and removal of rubbish upto a distance of 50m outside periphery of the area by manual means. P-A Page-195 Sr.No 2.02 |
| 2 | Earth work in excavation of canals having discharge between 8.5 cumecs (300 cusecs) and 0.14 cumecs (5 cusecs) in ordinary soil (vide classification of soil item -A) including cold breaking,having earth in 225mm layer and rough dressing of soil with initial lead of 10M. and lift of 1.5M.all completeas per approved design. specification and direction of E/I.(7.1.8) part-B, WRD pageno.-133 |
| 3 | Earth work in excavation in of foundation trenches in ordinary soil (Videclassification of soil item -A) and disposal of excavatedearth 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 perSpecification and direction of E/I. WRD P-B P-119 (6.1.8) |
| 4 | Providing coarse clean localsand in filling in foundation trenchesincluding ramming, watering,royalty and all other taxescomplete as per specification and direction of E/I . WRD P-137 (7.1.37) |
| 5 | Providing and laying in position Cement conc. Of specified grade excluding the cost of Centuring and Shuttering -All work up to plinth level - PCC M-15 with nominal mix1:2:4 (1 Cement : 2Course Sand (Zone- iii) : 4 graded stone aggregate 20 mm nominal Size)all . complete job as per building specification and direction of E/I. BCD Item - 5.3.1.2, Page No. 106 |
| 6 | Providingramdom 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 buldingspecification and direction of E/I (5.2.28) PART A PAGE 204 . |
| 7 | Providingramdom 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 screeningof materials,Scaffolding, racking out joints, to 20mm,depth, curing texas and royality all complete as per buldingspecification and direction of E/I (5.2.31) PART A PAGE 204 . |
| 8 | Providing and laying in position Cement conc. in Retaing wall, return wall, wlls(any thickness) including attached pillasters, columns, piers abut. , pillars, posts, struts, buttress, string or lacing course,parapets, coping,bed blocks, anchor blocks,plain window sills, ... excluding the cost of Centuring and Shuttering and fishing :PCC M-15 with nominal mix1:2:4 (1 Cement : 2Course Sand (Zone- iii) : 4 graded stone aggregate 20 mm nominal Size)all . complete job as per building specification and direction of E/I. BCD Item - 5.3.2.2, Page No. 106 |
| 9 | Providing and laying in position Cement conc. Of specified grade excluding the cost of Centuring, Shuttering, finishing and reinforcement -All work up to plinth level - RCC M-20 with nominal mix1:1.5:3 (1 Cement : 1.5Course Sand (Zone- iii) : 3 graded stone aggregate 20 mm nominal Size)all . complete job as per building specification and direction of E/I. BCD Item - 5.3.9.1, Page No. 107 |
| 10 | Supplying,fitting and placing HYSD bar reinforcemenr in sub -structure complete as per drawing and technical specification. BCD (5.5.5) P-119. |
| 11 | Providing weep holes with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wallas per specification and direction of E/I. PART A 6.7.6 PAGE 209. |
| 12 | Providing 25 mm cement plaster (1:4) with clean coarse sandof 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 |
| 13 | Providing 12 mm cement plaster (1:4) with clean coarse sandof 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 ( 5.7.2) PART A PAGE 200 |
| 14 | Provision of dewatering with 10 H.P diesel pump set including P.O.L part-B WRD PAGE 83 SL.NO 10 |
| 15 | Supplying & laying boulder in rock toe, heel trenches of the damas per design & drawingincluding the cost of materials, royalty and all taxes etc. But excluding the cost of carriages all complete as per specification and direction of E/I ( 5.6.4) PART A PAGE 209. |
| 16 | Providing 1.5 mm thick cement punning including curing carriage of water with leads and liftas per bulding specification and direction of E/I ,(5:7:11) PART A Page-200 |
| 17 | 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 ofE/I (6.1.16) part -BWRD PAGE 120 |
| 18 | Providing coarse clean Sand filling inffoundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including\" cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l. BCD P-99 (5.1.10) |
| 19 | Providing designation 75 B Brick flat soling joints with local sand including cost of watering taxes and royalty all complete as per building specification and direection of E/I. BCD P-124 (5.6.3) |
| 20 | Providing designation 75B Brick work in C.M.(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2.00 to 2.5 including 10 mm thick mortar joints,cost of screening,scaffplding, raking out joints to 15mm. depth, curing, taxes and royalty all complete as per building specification and direection of E/I. BCD P-100 (5.2.6) |
| 21 | Filling in foundation trenches and plinth in layers not excluding 150mm thick well watered.rommed...do...do…all complete job as per specification and direction of E/I. BCD P-99 (5.1.7) |
| 22 | Labour for laying,fitting and fixing R.C.C NP2 600 mm hump pipe with collar inline, level and grade, as well providing approved jointing materials and joints properly filled to make them water proof all complete as per building specification and direction of E/l.WRD P-B P-149 (7.6.1.5) |
| 23 | Supplying of R.C.C NP2 600 mm dia hump pipe with collar as per I.S.S.458-1971 -do-all complete as per building specification and direction of E/l. WRD P-84 P-B SL.NO.16 M300. 1260+10%c.p =1386 |
| 24 | Labour for laying,fitting and fixing R.C.C NP2 250 mm hump pipe with collar inline, level and grade, as well providing approved jointing materials and joints properly filled to make them water proof all complete as per building specification and direction of E/l.7.6.1.2 |
| 25 | Supplying of R.C.C NP2 250 mm dia hump pipe with collar as per I.S.S.458-1971 -do-all complete as per building specification and direction of E/LWRD PG-84 M300 slno. 13.402+10%CP = 442.20 |
| 26 | Carriage of materials Cement &Steel lead (15KM) |
| 27 | Sand lead (6KM) |
| 28 | Stone Chips lead (84KM) |
| 29 | Boulder lead (84KM) |
| 30 | Bricks lead (20KM) |
| 31 | Hume Pipe lead (65KM) |
| 32 | Provision of GST @ 18% |
| 33 | Add 1% Labour Cess |
