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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 | Dewatering By 10HP Diesel pump set…do …do of E/I. S.I -10 P-83 PM-29,Part-B(WRD) |
| 5 | 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) |
| 6 | Extra for each lead of 150 M. Over initial kead of 150 M. As per specification and direction of E/I.(6.1.24.2) |
| 7 | 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. |
| 8 | Providing coarse clean sand filling in found. Trenches including ramming as well as royalty and all taxes etc. as per specification and direction of E/I.(5.1.10) |
| 9 | 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) |
| 10 | Providing and laying in position Ce ment conc. Of specified grade excluding the cost of Centuring and Shuttering - All work up to plinth level - PCC M-15 with nominal mix 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 - 5.3.1.2, Page No. 106 |
| 11 | 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) |
| 12 | 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) |
| 13 | Centuring and shuttering including strutting, proping etc. and removal of form from foundation footings, bases of coloumns etc of mass concrete as per specification and direction of E/I. BCD. Item 5.3.2.2 , Pg - 108 |
| 14 | Centuring and shuttering including strutting, proping etc. and removal of form from foundation footings, bases of coloumns etc of mass concrete as per specification and direction of E/I. BCD. Item 5.3.2.2 , Pg - 108 |
| 15 | 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) |
| 16 | Labour for laying,fitting and fixing RCC NP2 250 mm pipe with coller in fine 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/I.(7.6.1.2) |
| 17 | Supplying of NP2 hume pipe with collar as per I.S.S. 458-1971 in fine level and grade -do- all complete as per building specification and direction of E/l.(M-300) |
| 18 | Supplying and laying boulder in rock toe heel trenches of the dam as per design drawing icluding cost of materials royalty and all taxes etc. But excluding the cost of carriage all complete as per specification and direction of E/I.(5.6.4) |
| 19 | Carriage of materials Cement |
| 20 | Stone Chips |
| 21 | Boulder |
| 22 | Np2 Hume Pipe (300 mm dia) |
| 23 | Provision of GST @ 12% |
| 24 | Add 1% Labour Cess Please Enable Macros to View BoQ information ` |
