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| 1 | Jungle clearance in borrow area,building premises,flanks and slopes on the road,canals and embankment by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I.(Vide Item No. - 5.1.3.1 PART-B) (PART-A 2.02(201) |
| 2 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lift leveling ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.(5.1.1+5.1.2 BCD) |
| 3 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. 4.01A(GRADE-I ) |
| 4 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.4.01A(GRADE-II) |
| 5 | Providing and laying in position cement concret of specified grade excluding the cost of centring and shuttering -All work upto plinth level:-(1:1.5:3(1cement :1.5coarse sand (zone-III):3 graded stone aggregate 20mm nominal size)(5.2.1.1 BCD) |
| 6 | Providing shuttering including strutting, proping etc.and its removal after use in foundation as per specifications and direction of E/I.(BCD Item No.5.3.17.1) |
| 7 | Providing separation membrane of impermeable plastic sheeting 125mm thick .(P-38 M072 BCD) |
| 8 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume)(BCD 5.1.8) |
| 9 | Earth work in excavation of foundation of foundation trenches as per design section in ordinary or soft rock and disposal of excavated materials so 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. Item no. WRD 6.1.11.2 |
| 10 | Providing coarse clean sand in filling in in foundation 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/I (Mode of measurement compacted volume)(5.1.10 BCD) |
| 11 | 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 carriage all complete as per specification and direcition of E/I.(Vide Item No. PART B 5.6.4),(PART A 6.4) |
| 12 | Providing and laying P.C.C. or R.C.C. M-150 with nominal mix of (1:2:4) in various component of barrage foundation with approved quality of 20mm graded coarse aggregate of 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 as of reinforcement, its cutting, bending, binding and placing but including necessary tools and plants,vibrating, curing, royalty and all taxes etc. complete job as per specification and direction of E/l.(Vide Item No. 6.3.3),(5.3.1.2 BCD) |
| 13 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F.M (2.5 to 3) washed and screened with raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specifications and direction of E/I.WRD (Item No7.4.10) OR PART A 4.28 |
| 14 | Providing rough dressed random rubble stone masosry in cm. (1:4) in superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints,curing scaffolding and its removal wherever required including royalty and all taxes etc. complete Job as per specificition and direction of E/l.Vide Item No. PART-B 5.4.11)( PART-A 4.31) |
| 15 | Providing R.C.C /P.C.C M-15 with nominal mix of (1:1.5:3) in Superstructure of various component of canal or embankement structure with approved quality 40 mm graded coarse aggregate of required grade and approved qualityof sand F.M. (2.5 to 3.0 ) washed and screened but including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding cost of form as well as its cutting bending and placing complete job as per Drawing and Technical Specifications and direction of E/IItem no. BCD 5.3.9.1 |
| 16 | Providing TMT bar (tor steel) renforcement as approval design drawing removal of rust cutting bending binding including supplying of annealed wire placing M.S. rod in position all complete as per building Specifications and direction of E/II BCD-5.5.5 a & b |
| 17 | Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened including curing, scaffolding wherever required and its removal , royalty and all taxes etc. complete job as per specifications and direction of E/I.WRD (Item No.7.5.5) OR PART A-3.12 |
| 18 | Providing weep hole with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/l.((Vide Item No. PART B 6.7.6),(PART A 6.9) |
| 19 | Diesel Pump per 10 H.P(.Part - BPM-29 Page-83) |
| 20 | Earth-work in filling foundation trenches or back filling of masonary structures with suitable earth in layers not exceeding 150mm thick well watered,rammed 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 cmplete as per specification and direction of E/I.(WRD 6.1.16) |
| 21 | Carriage of Materials - Cement |
| 22 | Chips |
| 23 | Metal |
| 24 | Stone Dust |
| 25 | Boulder |
| 26 | GST 18% |
| 27 | Labour Cess1% Please Enable Macros to View BoQ information |
