| 1 | 1 | Earth work in excavation of canals having discharge between 8.5 cumecs (300cusecs ) and 0.14 cumecs (5cusecs ) in ordinary soil (vide classificatio of soil item -A) including clod breaking having earth in 225mm layer and rouhg dressing of soil with initial lead of 10.M and lift of 1.5M al lcomplete as per Specification and direction of E/I. 7.1.8 | BI01010001010000000000000515BI0100001118 | 1658 | M² |
| 2 | 2 | E/W in excavation of foundation trenches in ordinary soil (Vide classification of soil item -A) and disposal of excavated aerth so obtained (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. 6.1.8 | | 1010.21 | M³ |
| 3 | 3 | Providing coarse clean local sand in filling in foundation trenches including ramming, watering,royalty and all other taxes complete as per specification and direction of E/I. 7.1.37 | | 24.53 | M³ |
| 4 | 4 | Providing and laying P.C.C. or R.C.C.M150 With nominal mix of (1:2:4) in various components of dam foundation with approved quality of 20 mm graded coarse aggregate of required grade as pe design and coarse aggregate fof required grade as per design and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well of reinforcement ots cutting, bending binding and placing but in cluding necessary tools and plants, vibrating, curing royalty and all taxes etc. complete as per specific-ation and direction of E/I. 5.3.6 | | 249.54 | M³ |
| 5 | 5 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F M (2.5to 3.0) washed and screened with raking out joits to 12mm depth curing,scaffolding and its removel wherever required including royalty and all taxes etc. all complete as per specific-ation and direction of E/I. 5.4.8 | | 362.6 | M³ |
| 6 | 6 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in superstru-cture with approved quality of coarse sand of requisite F M (2.5to 3.0) washed and screened with raking out joits curing,scaffolding and its-do-do- all complete as per specific-ation and direction of E/I. 5.4.11 | | 377.75 | M³ |
| 7 | 7 | Providing and laying P.C.C. or R.C.C.M150 With nominal mix of (1:2:4) in various components of dam super structure with approved quality of 20 mm graded coarse aggregate of required grade as pe design and coarse aggregate fof required grade as per design and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well of reinforcement ots cutting, bending binding and placing but in cluding necessary tools and plants, vibrating, curing royalty and all taxes etc. complete as per specific-ation and direction of E/I. 5.3.10 | | 8.26 | M³ |
| 8 | 8 | providing shuttering including strutting , proping etc and its removel after use in foundation -do-do- all complete as per specification and direction of E/I. 5.3.17 | | 189.92 | M² |
| 9 | 9 | providing shuttering including strutting , proping etc and its removel after use in super structure portion of various -do-do- all complete as per specification and direction of E/I. 5.3.18 | | 50.64 | M³ |
| 10 | 10 | Providing and laying R. C.C.M200 With nominal mix of (1:1.5:3) in verious components of dam super structure with -do-do- all complete as per specification and direction of E/I. 5.3.11 | | 8.78 | M³ |
| 11 | 11 | Providing TMT reinfocement (tor steel)-do-do- all complete as per specification and direction of E/I.5.3.15 | | 0.57 | MT |
| 12 | 12 | Providing weep holes with dry graded stone filler of 20mm to 40mmsize in abutment-do-do- all complete as per specification and direction of E/I . 7.8.6 | | 48 | Each |
| 13 | 13 | Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F. M.(2.5 to3.0) wished and screened including curing scaffolding , wherever required and its removel royalty and all taxes etc complete job as per -do-do- all complete as per specification and direction of E/I. 5.5.5 | | 463.98 | M² |
| 14 | 14 | Dewatering by 5. H. P.Diesel Pump set-do-do- all complete as per specification and direction of E/I . Page no - 48 | | 240 | Hr |
| 15 | 15 | supplying and laying in rock toe, heel trenches of the dam as per design, drawing including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. 5.6.4 | | 33.98 | M³ |
| 16 | 16 | Providing 1.5mm thick cement punning including curing -do-do- all complete as per specification and direction of E/I. 5.5.10 | | 177.3 | M² |
| 17 | 17 | Earth work in filling foundation trenches and back filling of masonry structure with suitable aerth in layers not exceeding 150mm thick well watered, rammaed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m, as per specification and direction of E/I . 6.1.16 | | 336.74 | M³ |
| 18 | 18.1 | Carriage of materials \nCement | | 203.67 | M.T. |
| 19 | 18.2 | Sand | | 429.28 | M³ |
| 20 | 18.3 | Chips +Aggregate | | 239.55 | M³ |
| 21 | 18.4 | Boulder | | 774.33 | M³ |
| 22 | 19 | Provision of GST @ 12% | | 1 | % |
| 23 | 20 | Add 1% Labour Cess | BI01010001010000000000000515BI0100001129 | 1 | % |
