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| 1 | clearing grass and removing of rubbish up to a distance of 50 m out side the periphery of the area. 2.02 |
| 2 | Earth work in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 10 M with all lifts all complete as per approved design, specification and direction of E/I. (7.1.43.1)(WRD) |
| 3 | Earth work in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 500 M with all tipper including construction and maintanance of haul road all complete as per approved design, specification and direction of E/I. (7.1.43.2)(WRD) |
| 4 | Fine dressing of the earthen embankment and turfing with 75 mm thick grass sods, obtained within a lead of 150 M. Including the cost of watering the grass surface till it acquires greenness as per specification and direction of E/I (6.1.24.1)(WRD) |
| 5 | Dewatering By 10HP Diesel pump set…do …do of E/I. S.I -10 P-83 PM-29,Part-B(WRD) |
| 6 | Earth work in excavation in foundation trenches as per designed section in all kinds of soil, including moorum soil,soil mixed with kankar,pebbles and boulders upto 300 mm size and disposal of the same (beyond 50 m away from the toe of dam in the country side) within intial lead of 150 m and initial lift 1.5 M. All lifts as per specification and direction of E/I. |
| 7 | Providing and laying in position cement concrete of specified grade 1:2:4 (1cement :2coarse sand (Zone-iii):4grade stone aggregate 20mm nominal size )Excluding the cost of centering and shuttering -all work up to plinth level part -B , BCD -5.3.1.2 . |
| 8 | Providing random rubble stone masonry in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.5.2.28, part-A (WRD) |
| 9 | Providing random rubble stone masonry in C.M. (1:4) in superstructure with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening of materials, scafolding , raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.5.2.31,part-A(WRD) |
| 10 | Providing and laying 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,fillets, sunken floor etc up to floor five level , excluding the cost of centering ,shuttering and finishing 1:2:4 (1 Cement : 2 Course 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 5.3.2.2 (BCD) |
| 11 | Providing centering and shuttering including strutting propping etc .and removal of form for foundation ,footing ,bases of columns etc for mass concrete as per specification and direction of E/I ( 5.3.17.1) . |
| 12 | Centuring and shuttering including strutting, proping etc. And removel of form for lintels, beams, plinth beams, , girders, bressumers, and cantilivers as per specification and direction of E/I. BCD. Item No. - 5.3.17.5 , Page - 108 |
| 13 | Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/l. |
| 14 | Providing 25 mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 ircluding screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l. 5.7.12(WRD) |
| 15 | Providing 1.5 mm thick cement punning with good quality of cement including …………………do………………….. specification and direction of E/I PART( A) |
| 16 | Supplying laying boulder in rock toe, heel trenches of the dam as per design , drawing including 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. |
| 17 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including levelling ,ramming the foundation tranch removing the root or shrubs etc.all complete as per spesification and direction of E/I . |
| 18 | labour for laying fitting fixing NP2 pipe with colour in line level and grade, complete as per direction of E/I. |
| 19 | Supply NP2 hume pipe with colour as per I.S.I 458-1971 in line level and grade, complete as per direction of E/I. |
| 20 | E/w in back filling of masonary structure with all leads and lifts including watering ramming etc.all complete job. |
| 21 | Carriage of materials Cement |
| 22 | Stone Chips |
| 23 | Boulder |
| 24 | Np2 Hume Pipe (300 mm dia) |
| 25 | Provision of GST @ 12% |
| 26 | Add 1% Labour Cess Please Enable Macros to View BoQ information ` |
