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| 1 | Preperation of seat embankment or canals by 75 mm ploug and removing grass roots etc. As per sp. & direction of E/I.(7.1.1),P-B,Pg-114 |
| 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 liftsall complete as per approved design, specification and direction of E/I.(7.1.43.1),P-B,Pg-120 |
| 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 constructionand maintanance of haul road all complete as per approved design, specification and direction of E/I.(7.1.43.2), P-B,Pg-120 |
| 4 | Dewatering By 10 HP Diesel pump set…do …do of E/I.P-B, 69 |
| 5 | Fine dressing of the earthen embankment and turfing with 75 mm thick grass seeds, obtained within a lead of 150 M. Including the cost of watering the grass surface till it acquires greenners as per specification and direction of E/I.(C,P-B, 6.1.24.1, Pg-103) |
| 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 | Suplying and laying boulder(Properly as per drawing andDesign Rip-Rap) in rock toeheel trenches of the dam as per desing and drawing including cost of materials royality and all taxes etc but complete as per specification and direction of E/I.(5.6.8) |
| 8 | Earth work in excavation in foundation in Ordinary soiland disposal of excavated earth as obtained (50 m away from the edge of trenches) with initial lead of 150 m and initial lift of 1.5 m as per specification and direction of E/I.(6.1.8) |
| 9 | 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) |
| 10 | Supplying and laying sand filtter blankating in horizontal portion of the dam . Trenches including ramming as well as royalty and all taxes…..specification and direction of E/I.(5.6.1) |
| 11 | Providing R. R. stone masonry in CM (1:4) in foundationn with giood quality of coarse sand of requsite F.M. Washed & screened and racking out joints, curing, scaffolding and its removel wehere ever required including royalty and all taxes etc. complete job as per specification and direction of E/I.(5.2.28) |
| 12 | Providing and laying P.C.C or R.C.CM - 15 with nominal mix ( 1:2:4) in vartious components of dam found. With approved quality of 40 mm grade coarse agg. Of required grade as per design and approved quantity of sand of requisite F.M. (2.5-3.0) washed and screened..etc all complete as per specification and direction of E/I.(12.8.A) |
| 13 | Providing and laying P.C.Cwith nominal mix ( 1:3:6) in vartious components of dam found. With approved quality of 40 mm grade coarse agg. Of required grade as per design and approved quantity of sand of requisite F.M. (2.5-3.0) washed and screened..etc all complete as per specification and direction of E/I.(12.8.A) |
| 14 | 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) |
| 15 | Providing 25 mm thick 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 as per building specification and direction of E/l.(5.7.12) |
| 16 | Labour for laying,fitting and fixingRCC 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) |
| 17 | Supplying of NP2hume 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.P-B, Pg-71 |
| 18 | Providing and laying P.C.C or R.C.CM - 15 with nominal mix ( 1:2:4) in vartious components of substructure. With approved quality of 40 mm grade coarse agg. Of required grade as per design and approved quantity of sand of requisite F.M. (2.5-3.0) washed anE/I.(13.5.A.p) |
| 19 | Supplying and laying stone boulder in boulder pitching in rock toe heel trenches of the dam as per desighn E/I.(5.6.4) |
| 20 | Supplying and laying good quality of stone metal(20 mm to 63 mm)in rock toe heel as per design ….E/I .(5.6.3) |
| 21 | Providing Weep hole ….E/I (6.7.6) |
| 22 | Carriage of materials cement 10 KM |
| 23 | Sand 10 KM |
| 24 | Stone Chips 100 KM |
| 25 | Stone Boulder 100 KM |
| 26 | Stone Metal 100 KM |
| 27 | Np2 Hume Pipe 300 mm dia 55 KM |
| 28 | Provision of GST @ 12% |
| 29 | Add 1% Labour Cess |
